{"id":79,"date":"2021-12-28T09:04:47","date_gmt":"2021-12-28T08:04:47","guid":{"rendered":"http:\/\/192.168.0.227\/wordpress\/?page_id=79"},"modified":"2025-03-24T14:00:41","modified_gmt":"2025-03-24T13:00:41","slug":"publikationen","status":"publish","type":"page","link":"https:\/\/pi-geo.at\/?page_id=79","title":{"rendered":"Publikationen"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"79\" class=\"elementor elementor-79\">\n\t\t\t\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-5079814 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"5079814\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-66 elementor-top-column elementor-element elementor-element-5a53455\" data-id=\"5a53455\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-element elementor-element-23aa6b5 elementor-widget elementor-widget-spacer\" data-id=\"23aa6b5\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<style>\/*! elementor - v3.7.2 - 21-08-2022 *\/\n.elementor-column .elementor-spacer-inner{height:var(--spacer-size)}.e-container{--container-widget-width:100%}.e-container>.elementor-widget-spacer{width:var(--container-widget-width,var(--spacer-size));-ms-flex-item-align:stretch;align-self:stretch;-ms-flex-negative:0;flex-shrink:0}.e-container>.elementor-widget-spacer>.elementor-widget-container,.e-container>.elementor-widget-spacer>.elementor-widget-container>.elementor-spacer{height:100%}.e-container>.elementor-widget-spacer>.elementor-widget-container>.elementor-spacer>.elementor-spacer-inner{height:var(--container-widget-height,var(--spacer-size))}<\/style>\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-fb2accb elementor-widget elementor-widget-heading\" data-id=\"fb2accb\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<style>\/*! elementor - v3.7.2 - 21-08-2022 *\/\n.elementor-heading-title{padding:0;margin:0;line-height:1}.elementor-widget-heading .elementor-heading-title[class*=elementor-size-]>a{color:inherit;font-size:inherit;line-height:inherit}.elementor-widget-heading .elementor-heading-title.elementor-size-small{font-size:15px}.elementor-widget-heading .elementor-heading-title.elementor-size-medium{font-size:19px}.elementor-widget-heading .elementor-heading-title.elementor-size-large{font-size:29px}.elementor-widget-heading .elementor-heading-title.elementor-size-xl{font-size:39px}.elementor-widget-heading .elementor-heading-title.elementor-size-xxl{font-size:59px}<\/style><h2 class=\"elementor-heading-title elementor-size-default\">Publikationen<\/h2>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d0e938c elementor-widget elementor-widget-heading\" data-id=\"d0e938c\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<h5 class=\"elementor-heading-title elementor-size-default\">(neueste zuerst)<\/h5>\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b8e5149 elementor-widget elementor-widget-spacer\" data-id=\"b8e5149\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-5e69e1d elementor-widget elementor-widget-text-editor\" data-id=\"5e69e1d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<style>\/*! elementor - v3.7.2 - 21-08-2022 *\/\n.elementor-widget-text-editor.elementor-drop-cap-view-stacked .elementor-drop-cap{background-color:#818a91;color:#fff}.elementor-widget-text-editor.elementor-drop-cap-view-framed .elementor-drop-cap{color:#818a91;border:3px solid;background-color:transparent}.elementor-widget-text-editor:not(.elementor-drop-cap-view-default) .elementor-drop-cap{margin-top:8px}.elementor-widget-text-editor:not(.elementor-drop-cap-view-default) .elementor-drop-cap-letter{width:1em;height:1em}.elementor-widget-text-editor .elementor-drop-cap{float:left;text-align:center;line-height:1;font-size:50px}.elementor-widget-text-editor .elementor-drop-cap-letter{display:inline-block}<\/style>\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\"><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; color: var( --e-global-color-text );\">Preh A, Illeditsch M (2024) <\/span><i style=\"font-family: Roboto, sans-serif; font-size: 14px; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; color: var( --e-global-color-text );\">Is it possible to assess the stability of rock slopes in accordance with the Eurocode?<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; color: var( --e-global-color-text );\"> Geomechanics and Tunnelling 17. pp 283-288. doi: <a href=\"https:\/\/doi.org\/10.1002\/geot.202400065\">https:\/\/doi.org\/10.1002\/geot.202400065<\/a><\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-aaff01b elementor-widget elementor-widget-text-editor\" data-id=\"aaff01b\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; text-indent: -36pt;\"><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; color: var( --e-global-color-text );\">Illeditsch M, Preh A (2024)&nbsp;<\/span><i>Neue Ans\u00e4tze zur Evaluierung der Steinschlaggefahr mithilfe von synthetischen Gebirgsmodellen<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -36pt; color: var( --e-global-color-text );\">. Bauingenieur 99, 07-08. pp 254-261. doi: <a href=\"https:\/\/doi.org\/10.37544\/0005-6650-2024-07-08\">https:\/\/doi.org\/10.37544\/0005-6650-2024-07-08<\/a><\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d931311 elementor-widget elementor-widget-text-editor\" data-id=\"d931311\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\"><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; color: var( --e-global-color-text );\">Illeditsch M, Preh A (2024) <\/span><i style=\"font-family: Roboto, sans-serif; font-size: 14px; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; color: var( --e-global-color-text );\">Determination of meaningful block sizes for rockfall modelling<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; color: var( --e-global-color-text );\">. Natural Hazards 120. pp 5685\u20135710. doi: <a href=\"https:\/\/doi.org\/10.1007\/s11069-024-06432-4\">https:\/\/doi.org\/10.1007\/s11069-024-06432-4<\/a><\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-5bf2558 elementor-widget elementor-widget-text-editor\" data-id=\"5bf2558\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\"><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; color: var( --e-global-color-text );\">Illeditsch M, Preh A, Sausgruber JT (2022)&nbsp;<\/span><i style=\"font-family: Roboto, sans-serif; font-size: 14px; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; color: var( --e-global-color-text );\">Challenges Assessing Rock Slope Stability Using the Strength Reduction Method with the Hoek-Brown Criterion on the Example of Vals (Tyrol\/Austria)<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; color: var( --e-global-color-text );\">. MDPI Geosciences. doi:&nbsp;<\/span><a href=\"https:\/\/doi.org\/10.3390\/geosciences12070255\" target=\"_blank\" rel=\"noopener\" style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; background-color: rgb(230, 230, 230);\">https:\/\/doi.org\/10.3390\/geosciences12070255<\/a><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a0def28 elementor-widget elementor-widget-text-editor\" data-id=\"a0def28\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Illeditsch M, Preh A (2020)\u00a0<i style=\"font-size: 14px;\">The concept of design block size &#8211; A critical review of ONR 24810 &#8220;Technical Protection against Rockfall&#8220;<\/i>. Geomechanics and Tunnelling 13. pp 604-611.<\/span><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">\u00a0doi:\u00a0<\/span><a style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; background-color: #e6e6e6; text-indent: -48px;\" href=\"https:\/\/doi.org\/10.1002\/geot.202000021\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.1002\/geot.202000021<\/a>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f4d31ee elementor-widget elementor-widget-text-editor\" data-id=\"f4d31ee\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A (2020)\u00a0<i style=\"font-size: 14px;\">Falls originating from rock slopes \u2013 Runout evaluationusing numerical models<\/i>.\u00a0<i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -48px;\">Sturzprozesse ausgehend von Felsboschungen: Absch\u00e4tzung der Reichweite mithilfe numerischer Modelle<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -48px;\">.\u00a0<\/span><span lang=\"EN-US\" style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Geomechanics and Tunnelling 13. pp 59-73. doi:\u00a0<\/span><a style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; background-color: #e6e6e6; text-indent: -36pt;\" href=\"https:\/\/doi.org\/10.1002\/geot.201900075\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.1002\/geot.201900075<\/a><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9e4c5c8 elementor-widget elementor-widget-text-editor\" data-id=\"9e4c5c8\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Preh A, Fleris E, Illeditsch M (2020)\u00a0<i>Die Beurteilung der von Steinschlag ausgehenden Gefahr mithilfe von Prozessmodellen: Stolpersteine und Risiken<\/i>. In: Konietzky H (ed)\u00a0<a href=\"https:\/\/edocs.tib.eu\/files\/e01fn20\/1741914698.pdf\" target=\"_blank\" rel=\"noopener\">49. Geomechanik-Kolloquium Tagungsbeitr\u00e4ge<\/a>, Freiberg, Ver\u00f6ffentlichungen\u00a0d. Inst. f. Geotechnik der TU Bergakademie Freiberg, pp 55-70.<span style=\"font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">\u00a0<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b16b9e0 elementor-widget elementor-widget-text-editor\" data-id=\"b16b9e0\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Glade T, Kociu A, Fleris E, Illeditsch M, Mergili M, Marlovits N, Schweigl J, Bertangnoli M (2020)\u00a0<i style=\"font-size: 14px;\">NoeTALUS &#8211; Methods for producing rock fall hazard maps of different scales in Lower Austria<\/i>. In: EGU General Assembly 2020. doi:\u00a0<\/span><a style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; background-color: #e6e6e6; text-indent: -48px;\" href=\"https:\/\/doi.org\/10.5194\/egusphere-egu2020-9902\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.5194\/egusphere-egu2020-9902<\/a>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3fe9f27 elementor-widget elementor-widget-text-editor\" data-id=\"3fe9f27\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Illeditsch M, Pamminger P, Schmidt M (2020)\u00a0<i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Impact on barriers: single rock fall vs. rock mass fall<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Billaux D, Hazzard J, Nelson M, Martin S (eds)\u00a0<\/span><a href=\"https:\/\/www.itascainternational.com\/events\/applied-numerical-modeling-in-geomechanics-2020\" target=\"_blank\" rel=\"noopener\">Proceedings of the 5th International Itasca Symposium<\/a><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">, Vienna, Itasca International, Inc., Minneapolis.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-170a2c3 elementor-widget elementor-widget-text-editor\" data-id=\"170a2c3\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, M\u00f6lk M, Illeditsch M (2020)\u00a0<\/span><\/span><a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2019-PREH-MOeLK-ILLEDITSCH-Extrema-Steinschlag-und-Felssturz.pdf\" target=\"_blank\" rel=\"noopener\"><i>Steinschlag und Felssturz<\/i><\/a><span style=\"background-color: #e6e6e6; text-indent: -36pt;\"><em>.<\/em> In: Glade T, Mergili M, Sattler K (eds) ExtremA 2019. Aktueller Wissensstand zu Extremereignissen alpiner Naturgefahren in \u00d6sterreich, vol 1. V&amp;R unipress, Vandenhoeck &amp; Ruprecht Verlage, G\u00f6ttingen, pp 425-459.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-56858b2 elementor-widget elementor-widget-text-editor\" data-id=\"56858b2\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, T. G, Ko\u00e7iu A, Fleris E, Illeditsch M, Mergili M, Marlovits N, Schweigl J, Bertagnoli M (2020)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">NoeTALUS &#8211; a research project to evaluate methods for the production of rock fall hazard maps in Lower Austria<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: 14th Congress INTERPRAEVENT 2020, Bergen, Norway.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-59aaaa4 elementor-widget elementor-widget-text-editor\" data-id=\"59aaaa4\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Marlovits N, Glade T, Mergili M, Preh A (2019)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Optimizing the choice, parameterization and combination of landslide models for fall and flow processes<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Geophysical Research Abstracts, Vol. 21, Vienna, European Geosciences Union.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4ac231b elementor-widget elementor-widget-text-editor\" data-id=\"4ac231b\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Marlovits N, Glade T, Preh A, Fleris E, Mergili M (2019)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">A combination of numerical models for fall and flow to simulate complex landslides<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Geomorphology Of Climatically And Tectonically Sensitive Areas, p 126.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-fe95441 elementor-widget elementor-widget-text-editor\" data-id=\"fe95441\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Melzner S, Preh A (2019)\u00a0<i style=\"font-size: 14px;\">The use of different remote sensing methods for structural geologic mapping &#8211; advantages and limitations<\/i>.\u00a0<\/span><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">In: Geophysical Research Abstracts, Vienna, European Geosciences Union.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-36917de elementor-widget elementor-widget-text-editor\" data-id=\"36917de\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Melzner S, Preh A, Schwarz L, Fleris E, Schweigl J, Bertangnoli M (2019)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Strukturelle Kartierung mittels Fernerkundung &#8211; eine kritische Gegenuberstellung von Photogrammetrie, TLS und ALS<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: Arbeitstagung 2019 der Geologischen Bundesanstalt, Murau, pp 203-210.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-22352e2 elementor-widget elementor-widget-text-editor\" data-id=\"22352e2\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Preh A, Fleris E (2019)\u00a0<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2019-PREH-FLERIS-Process-based-rockfall-modelling-in-3D-using-data-sets-from-RPAS.pdf\" target=\"_blank\" rel=\"noopener\"><i>Process based rockfall modelling in 3D using data sets from RPAS<\/i><\/a>. In: EGU General Assembly, Vienna, European Geosciences Union.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d14375c elementor-widget elementor-widget-text-editor\" data-id=\"d14375c\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Fleris E, Illeditsch M (2019)\u00a0<i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Vom Bemessungsblock zur Gefahrenkarte: Stolpersteine bei der Bewertung der Steinschlaggefahr<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Hofmann R (ed)\u00a0<\/span><a href=\"https:\/\/www.uibk.ac.at\/geotechnik\/publ\/tagungsband_15_tiroler_geotechniktag_naturgefahren.pdf\" target=\"_blank\" rel=\"noopener\">15.\u00a0Tiroler Geotechniktag 2019 Naturgefahren<\/a><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">,\u00a0<\/span><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400;\">Universit\u00e4t Innsbruck, Arbeitsbereich f\u00fcr Geotechnik und Tunnelbau<\/span><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">, pp 85-107.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-fb87344 elementor-widget elementor-widget-text-editor\" data-id=\"fb87344\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Fleris E, Preh A (2018)\u00a0<i style=\"font-size: 14px;\">A study of Rockfall processes at different geomorpholocigal settings through numerical simulations in 3D<\/i>.\u00a0<\/span><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">In: Koukal V (ed) PANGEO Austria, Vienna University, p 24.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6ef3c95 elementor-widget elementor-widget-text-editor\" data-id=\"6ef3c95\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A, Kolenprat B (2018)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Tagungsband Gefahren durch Steinfall und Felssturz<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">.\u00a0<\/span><span lang=\"EN-US\" style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -48px;\">Verlag der Geologischen Bundesanstalt (GBA), Wien.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-429f78e elementor-widget elementor-widget-text-editor\" data-id=\"429f78e\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Preh A, M\u00f6lk M (2018)\u00a0<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2018-PREH-MOeLK-Steinschlagmodelle.pdf\" target=\"_blank\" rel=\"noopener\"><i>Steinschlagmodelle<\/i><\/a>. In: Poisel R, Preh A, Kolenprat B (eds)\u00a0Gefahren durch Steinfall und Felssturz, St. P\u00f6lten, Berichte der Geologischen Bundesanstalt, pp 18-24.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-71c3c41 elementor-widget elementor-widget-text-editor\" data-id=\"71c3c41\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Preh A, Fleris E, Illeditsch M (2018)\u00a0<a href=\"https:\/\/opac.geologie.ac.at\/wwwopacx\/wwwopac.ashx?command=getcontent&amp;server=images&amp;value=BR0125_025.pdf\" target=\"_blank\" rel=\"noopener\"><i>THROW, ein dynamisch stochastisches Simulationsmodell zur Prognose von Steinschlag<\/i><\/a><span style=\"font-style: normal; font-family: Roboto, sans-serif; font-size: 14px; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Poisel R, Preh A, Kolenprat B (eds) Gefahren durch Steinfall und Felssturz, St. P\u00f6lten, Berichte der Geologischen Bundesanstalt, pp 25-38.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4eaade9 elementor-widget elementor-widget-text-editor\" data-id=\"4eaade9\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Preh A (2018)\u00a0<a href=\"https:\/\/opac.geologie.ac.at\/wwwopacx\/wwwopac.ashx?command=getcontent&amp;server=images&amp;value=BR0125_059.pdf\" target=\"_blank\" rel=\"noopener\"><i>Felssturze &#8211; Sturzprozess<\/i><\/a><span style=\"font-style: normal; font-family: Roboto, sans-serif; font-size: 14px; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Poisel R, Preh A, Kolenprat B (eds) Gefahren durch Steinfall und Felssturz, St. P\u00f6lten, Berichte der Geologischen Bundesanstalt, pp 59-65.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b6e9cc7 elementor-widget elementor-widget-text-editor\" data-id=\"b6e9cc7\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A, Kolenprat B, Barth A, H\u00f6llrigl J (2018)\u00a0<i style=\"font-size: 14px;\">Model adaption to reflect reality from design to construction through the example of a quarry<\/i>.\u00a0<span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">Geomechanik und Tunnelbau 11. pp 537-543. doi:\u00a0<\/span><a style=\"font-size: 14px; background-color: #e6e6e6;\" href=\"https:\/\/doi.org\/10.1002\/geot.201800037\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.1002\/geot.201800037<\/a><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-951c6c2 elementor-widget elementor-widget-text-editor\" data-id=\"951c6c2\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Fleris E, Preh A, Kolenprat B (2017)\u00a0<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2017-FLERIS-PREH-KOLENPRAT-Study-of-rockfalls-in-a-quarry-environment-physical-and-numerical-experiments.pdf\" target=\"_blank\" rel=\"noopener\"><i>Study Of Rockfalls In A Quarry Environment: Physical And Numerical Experiments<\/i><\/a>. In: RocExs 2017, 6th Interndisciplinary Workshop on Rockfall Protection, Barcelona, Spain, International Center for Numerical Methods in Engineering (CIMNE).<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9594151 elementor-widget elementor-widget-text-editor\" data-id=\"9594151\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A (2017)\u00a0<i style=\"font-size: 14px;\">Analysis and prediction of the runout of rock slides and rock avalanches<\/i>.\u00a0<span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">In: Arbeitstagungsband: Arbeitstagung 2017, Bad Ischl, Hallstatt, Gmunden, Verlag der Geologischen Bundesanstalt (GBA), pp 257-258.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ba422ad elementor-widget elementor-widget-text-editor\" data-id=\"ba422ad\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A (2017)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Rock Slopes: Detachment and Runout<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. Habilitation, Vienna University of Technology.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-07b32b7 elementor-widget elementor-widget-text-editor\" data-id=\"07b32b7\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Illeditsch M, Schmidt M, Pamminger P (2017)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Impact Of Rock Falls And Rock Slides On Protective Barriers: Comparative Calculations Using Distinct Element Method (DEM)<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: RocExs 2017, 6th Interndisciplinary Workshop on Rockfall Protection, Barcelona, Spain, International Center for Numerical Methods in Engineering (CIMNE).<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-0618406 elementor-widget elementor-widget-text-editor\" data-id=\"0618406\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Fleris E, Preh A (2016)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">WURF_LIVE: Demonstration of a stochastic numerical rockfall code in 3D<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: Abstract Volume of GeoTirol 2016 \u2013 Annual Meeting of DGGV and PANGEO Austria, Innsbruck, H. Ortner, p 69.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1167e42 elementor-widget elementor-widget-text-editor\" data-id=\"1167e42\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Lechner H, Preh A, Strauss A, Zangerl C (2016)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Hydro-mechanically coupled modelling of deep-seated rock slides in the surroundings of reservoirs<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: EGU General Assembly, Vol. 18, European Geosciences Union, p 15191.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-81f14be elementor-widget elementor-widget-text-editor\" data-id=\"81f14be\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Lechner H, Preh A, Strauss A, Zangerl C (2016)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Stability evolution of deep-seated rock slides in the surroundings of large dam reservoirs<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Proceedings of the 12th International Symposium on Landslides, pp 1245-1250.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a09261d elementor-widget elementor-widget-text-editor\" data-id=\"a09261d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Mair am Tinkhof K, Preh A (2016)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Landslide Caused Damages in a Gallery<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. Rock Mechanics and Rock Engineering 49. pp 2301-2315. doi: 10.1007\/s00603-015-0765-3<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-2808c29 elementor-widget elementor-widget-text-editor\" data-id=\"2808c29\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Ahmadabadi M, Kolenprat B (2016)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Utilization of advanced calibration techniques in stochastic rock fall analysis of quarry slopes<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Geophysical Research Abstracts, 18.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d4b2e83 elementor-widget elementor-widget-text-editor\" data-id=\"d4b2e83\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preisig G, Eberhardt E, Smithyman M, Preh A, Bonzanigo L (2016)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Hydromechanical Rock Mass Fatigue in Deep-Seated Landslides Accompanying Seasonal Variations in Pore Pressures<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. Rock Mechanics and Rock Engineering. pp 1-19.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-00f5f7f elementor-widget elementor-widget-text-editor\" data-id=\"00f5f7f\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Sanders D, Preh A, Sausgruber JT (2016)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Long-Runout Rock\/snow Flows: An Underrated Type Of Mountain Hazard<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: GeoTirol 2016, Innsbruck.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4890753 elementor-widget elementor-widget-text-editor\" data-id=\"4890753\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Sanders D, Preh A, Sausgruber JT, Pomella H, Ostermann M, Sedlmaier A (2016)\u00a0<i style=\"font-size: 14px;\">Rockfall-induced long-runout &#8218;two-layer scree\/snow avalanche&#8216;, old rock avalanche deposit, and epigenetic canyon incision (Northern Calcareous Alps): consequences for hazard assessment and landscape history.<\/i>\u00a0<span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">GEOALP Jahreszeitschrift zur Alpengeologie 13. pp 183-202.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-11a8ed7 elementor-widget elementor-widget-text-editor\" data-id=\"11a8ed7\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">B\u00e4k R, Braunstingl R, Hagen K, Ko\u00e7iu A, Kolmer C, Melzner S, M\u00f6lk M, Preh A, Schwarz L (2015)\u00a0<i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Materialien und Arbeitspapiere \u2013 Arbeitsgruppe Geologie<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b078391 elementor-widget elementor-widget-text-editor\" data-id=\"b078391\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Poisel R, Mair am Tinkhof K, Preh A (2015)\u00a0<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2015-POISEL-MAIR-PREH-Die-Interaktion-Grosshangbewegungen-Tunnel.pdf\" target=\"_blank\" rel=\"noopener\"><i>Die Interaktion Gro\u00dfhangbewegungen &#8211; Tunnel am Beispiel eines Lehnenstollens in 370 m Seehohe. The interaction of landslides and tunnels shown with the example of a gallery 370 m a.s.l<\/i><\/a>. \u00d6IAZ &#8211; \u00d6sterreichische Ingenieur- und Architektenzeitschrift 160. pp 221-230.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e04329e elementor-widget elementor-widget-text-editor\" data-id=\"e04329e\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Poisel R, Mair am Tinkhof K, Preh A (2015)\u00a0<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2015-POISEL-MAIR-PREH-Landslide-caused-problems-underground.pdf\" target=\"_blank\" rel=\"noopener\"><i>Landslide caused problems underground<\/i><\/a>. In: Schubert W, Kluckner A (eds) Proceedings\u00a0of the ISRM Regional Symposium EUROCK 2015 &amp; 64th Geomechanics Colloquium, Austrian Society for Geomechanics, pp 181-186.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6cc8278 elementor-widget elementor-widget-text-editor\" data-id=\"6cc8278\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A (2015)\u00a0<i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">THROW, ein dynamisch stochastisches Simulationsmodell zur Prognose von Steinschlag<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. Unver\u00f6ffentlichtes Benutzerhandbuch.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-79a16dd elementor-widget elementor-widget-text-editor\" data-id=\"79a16dd\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Preh A, Kolenprat B, Hungr O, Mitchell A (2015)\u00a0<span lang=\"EN-US\" style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\"><a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2015-PREH-MITCHELL-HUNGR-Stoch-Steinschlagprognose.pdf\" target=\"_blank\" rel=\"noopener\"><i>Stochastische Steinschlagprognose zur Festlegung von (tagbauspezifischen) Gefahrenbereichen laut Tagbauarbeitenverordnung (TAV).\u00a0Stochastic analysis of rock fall for the determination of danger areas in accordance with a new Austrian regulation titled &#8220;Tagbauarbeitenverordnung (TAV)&#8220;<\/i><\/a>. \u00d6IAZ &#8211; \u00d6sterreichische Ingenieur- und Architektenzeitschrift 160. pp 177-185.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-7713dad elementor-widget elementor-widget-text-editor\" data-id=\"7713dad\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Mitchell A, Hungr O, Kolenprat B (2015)\u00a0<i style=\"font-size: 14px;\">Stochastic analysis of rock fall dynamics on quarry\u00a0slopes<\/i>. International Journal of Rock Mechanics and Mining Sciences 80. pp 57-66.\u00a0<span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -36pt; color: var( --e-global-color-text );\">doi:\u00a0<\/span><a style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -36pt; background-color: #e6e6e6;\" href=\"https:\/\/doi.org\/10.1016\/j.ijrmms.2015.09.010\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.1016\/j.ijrmms.2015.09.010<\/a><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-091ad79 elementor-widget elementor-widget-text-editor\" data-id=\"091ad79\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Sausgruber JT (2015)\u00a0<i style=\"font-size: 14px;\">The Extraordinary Rock-Snow Avalanche of Alpl, Tyrol, Austria. Is it Possible to Predict the Runout by Means of Single-phase Voellmy- or Coulomb-Type Models?<\/i>\u00a0In: Lollino G, others (eds) Engineering Geology for Society and Territory &#8211; Landslides, Springer International Publishing, pp 1907-1911.<\/span>\u00a0doi:\u00a0<\/span><a style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; background-color: #e6e6e6; text-indent: -36pt;\" href=\"https:\/\/doi.org\/10.1007\/978-3-319-09057-3_338\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.1007\/978-3-319-09057-3_338<\/a>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1028fe6 elementor-widget elementor-widget-text-editor\" data-id=\"1028fe6\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Draganits E, Grasemann B, Janda C, Hager C, Preh A (2014)\u00a0<i style=\"font-size: 14px;\">300 MWBaspa II-India&#8217;s largest private hydroelectric facility on top of a rock avalanche-dammed palaeo-lake (NW Himalaya): Regional geology, tectonic setting and seismicity<\/i>.\u00a0<\/span><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Eng Geol 169. pp 14-29.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-57a7537 elementor-widget elementor-widget-text-editor\" data-id=\"57a7537\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Draganits E, Preh A (2014)\u00a0<a style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; background-color: #e6e6e6; text-indent: -36pt;\" href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2014-DRAGANITS-PREH-Halbturn-Volumen-Grabgaerten.pdf\" target=\"_blank\" rel=\"noopener\"><i style=\"font-size: 14px;\">R\u00f6misches Gr\u00e4berfeld von Halbturn: \u00dcberlegungen zum Volumen und Verwendungszweck der entnommenen Erde aus den Begrenzungsgr\u00e4bchen der Grabg\u00e4rten<\/i><\/a><span style=\"background-color: #e6e6e6; text-indent: -36pt;\">. In: Doneus N (ed) Das kaiserzeitliche Gr\u00e4berfeld von Halbturn, Burgenland, Teil 1 Arch\u00e4ologie, Geschichte und Grabbrauch. R\u00f6misch-Germanisches Zentralmuseum RGZM, Mainz, pp 277-298.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6e347c3 elementor-widget elementor-widget-text-editor\" data-id=\"6e347c3\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Mair am Tinkhof K, Preh A (2014)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Beurteilung des Risikos zufolge gravitativer Naturgefahren aus dem Bereich der Roten Wand (Rotes Kogele)<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">.\u00a0<\/span><span lang=\"EN-US\" style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">In: Felssturz, Plassen.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f11bf6d elementor-widget elementor-widget-text-editor\" data-id=\"f11bf6d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A (2014)\u00a0<i style=\"font-size: 14px;\">Comments on &#8217;simple problems&#8216; in rock stability analyses<\/i>.\u00a0<\/span><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">In: 7th Colloquium Rock Mechanics.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4374fec elementor-widget elementor-widget-text-editor\" data-id=\"4374fec\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A (2014)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">State of the art of rock fall ballistics<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: 7th Colloquium Rock Mechanics.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e17dde0 elementor-widget elementor-widget-text-editor\" data-id=\"e17dde0\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Tentschert E-H, Poisel R, Preh A, Mair am Tinkhof K (2013)\u00a0<i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Bliggspitze: a Landslide?<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">\u00a0In: Tentschert E-H, Poisel R (eds) Mitteilungen f\u00fcr Ingenieurgeologie und Geomechanik, 6th Colloquium &#8220;Rock Mechanics &#8211; Theory an Practice&#8220; with Vienna Leopold M\u00fcller Lecture, Wien, Eigenverlag, pp 81-91.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1945cad elementor-widget elementor-widget-text-editor\" data-id=\"1945cad\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Melzner S, Preh A (2012)\u00a0<a style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; background-color: #e6e6e6; text-indent: -36pt;\" href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2012-MELZNER-PREH-Sturzmodelle-und-ihre-Anwendbarkeit-in-der-Praxis.pdf\" target=\"_blank\" rel=\"noopener\"><i style=\"font-size: 14px;\">Sturzmodelle und ihre Anwendbarkeit in der Praxis (Runout Models for Rockfalls and Rock Avalanches and its Use for Decision Making Issues)<\/i><\/a><span style=\"background-color: #e6e6e6; text-indent: -36pt;\">. In: Modellierung von Naturgefahren-Prozessen. Wildbach- und Lawinenverbau, pp 78-97.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-406bce7 elementor-widget elementor-widget-text-editor\" data-id=\"406bce7\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Hofmann R, Preh A, Sausgruber JT, Schiffer M (2012)\u00a0<i style=\"font-size: 14px;\">Gschliefgraben mudslide (Austria): hazard evaluation and risk mitigation<\/i>. Natural Hazards 61. 267-279<\/span><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. doi:\u00a0<\/span><a style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; background-color: #e6e6e6; text-indent: -48px;\" href=\"https:\/\/doi.org\/10.1007\/s11069-011-9865-x\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.1007\/s11069-011-9865-x<\/a><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-06476ad elementor-widget elementor-widget-text-editor\" data-id=\"06476ad\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A (2012)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Numerische Berechnungen des Abganges schneller Massenbewegungen<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: Vogt C, Moormann C (eds) 8. Kolloquium Bauen in Boden und Fels, pp 255-266.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-57df51a elementor-widget elementor-widget-text-editor\" data-id=\"57df51a\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A, Hofmann R (2012)\u00a0<\/span><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\"><i style=\"font-size: 14px;\">The cyclic process of mudslides<\/i><\/span><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: Eberhardt E, others (eds) Landslides and Engineered Slopes: Protecting Society through Improved Understanding, London, Taylor &amp; Francis Group, pp 1695-1701.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6f6b852 elementor-widget elementor-widget-text-editor\" data-id=\"6f6b852\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Tuitz C, Exner U, Preh A, Grasemann B (2012)\u00a0<\/span><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\"><i style=\"font-size: 14px;\">The influence of particle orientation on the loading condition of pebbles in fluvial gravel<\/i><\/span><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">. Granular Matter 14. pp 639-649. doi:\u00a0<\/span><a style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; background-color: #e6e6e6; text-indent: -48px;\" href=\"https:\/\/doi.org\/10.1007\/s10035-012-0375-7\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.1007\/s10035-012-0375-7<\/a>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-993879d elementor-widget elementor-widget-text-editor\" data-id=\"993879d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Karbon M, Br\u00fcckl E, Preh A (2011)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Kinematics of a Mass Movement Constrained by Sparse and Inhomogeneous Data<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. Natural Hazards and Earth System Sciences 11. pp 1609-1618.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c20556d elementor-widget elementor-widget-text-editor\" data-id=\"c20556d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Mair am Tinkhof K, Preh A, Tentschert E-H, Eichhorn A, Buhl V, Schmalz T, R\u00f6delsperger S, Zangerl C (2011)\u00a0<i style=\"font-size: 14px;\">KASIP &#8211; Numerical investigation of landslides and combination with monitoring data<\/i>.\u00a0<\/span><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">60. Geomechanik Kolloquium.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-81f6771 elementor-widget elementor-widget-text-editor\" data-id=\"81f6771\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Hofmann R, Preh A, Sausgruber JT, Schiffer M (2011)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Lessons learned from Gschliefgraben mudslide (Austria) \/ Die Lehren aus dem Erdstrom im Gschliefgraben (Osterreich)<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">.\u00a0<\/span><span lang=\"EN-US\" style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Geomechanics and Tunnelling 4. pp 445-453.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3fb214c elementor-widget elementor-widget-text-editor\" data-id=\"3fb214c\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Mair am Tinkhof K, Preh A (2011)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">From the interaction of material parameters and calculation approaches<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: Workshop \u201cCalculation methods in geotechnics \u2013 Failure Mechanisms and Determination of Parameters\u201d, Salzburg (Austria).<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-93bbec6 elementor-widget elementor-widget-text-editor\" data-id=\"93bbec6\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A (2011)\u00a0<i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Rock fall detachment mechanisms<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: M. M, Melzner S, Sausgruber JT, Tartarotti T (eds) Book of abstracts of the Interdisciplinary Rockfall Workshop 2011, pp 51-52.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-7ccb20c elementor-widget elementor-widget-text-editor\" data-id=\"7ccb20c\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A, Hofmann R (2011)\u00a0<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2011-POISEL-PREH-HOFMANN-Slope-failure-process-recognition-based-on-mass-movement-induced-structures.pdf\" target=\"_blank\" rel=\"noopener\"><i>Slope failure process recognition based on mass-movement induced structures<\/i><\/a>. In: Slope Tectonics, Vienna.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ef4157c elementor-widget elementor-widget-text-editor\" data-id=\"ef4157c\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Kuen B, Hungr O, Poisel R (2011)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Run-up of landslide runouts against protective barriers &#8211; a comparison of the Particle Flow Code (PFC) and DAN<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: Cantani F, Margottini C, Trigila A, Iadanza C (eds) The Second World Landslide Forum, Abstract Book, ISPRA &#8211; Italian National Insitute for Environmental Protection and Research, p 708.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f42e5f1 elementor-widget elementor-widget-text-editor\" data-id=\"f42e5f1\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Poisel R, Kuen B, Hungr O (2011)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Modelling the run-up of granular avalanches against protective barriers &#8211; A comparison of the Particle Flow Code (PFC) and DAN<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-75982a3 elementor-widget elementor-widget-text-editor\" data-id=\"75982a3\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Buhl V, Schmalz T, Eichhorn A, Mair am Tinkhof K, Preh A, Tentschert E-H, R\u00f6delsperger S (2010)\u00a0<i style=\"font-size: 14px;\">KASIP &#8211; combination of monitoring data and numerical modelling for an &#8220;alarm-manager&#8220; for mass movements<\/i>.\u00a0<\/span><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">In: Hoppe A, Heinz-Gerd R, Christoph S (eds) GeoDarmstadt2010 &#8211; Geowissenschaften sichern Zukunft \/ Geoscience secure the future, Darmstadt, pp 122-123.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b524af2 elementor-widget elementor-widget-text-editor\" data-id=\"b524af2\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Draganits E, Preh A (2010)\u00a0<i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Geoarch\u00e4ologische Rekonstruktion von Grabh\u00fcgeln im r\u00f6mischen Gr\u00e4berfeld von Halbturn (Burgenland)<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">.\u00a0<\/span><span lang=\"EN-US\" style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -48px;\">In: PANGEO 2010, Leoben, pp 103-104.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d8fdd3d elementor-widget elementor-widget-text-editor\" data-id=\"d8fdd3d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Mair am Tinkhof K, Preh A, Tentschert E-H, Eichhorn A, Schmalz T, Zangerl C (2010)\u00a0<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2010-MAIR-PREH-TENTSCHERT-EICHHORN-SCHMALZ-ZANGERL-Flac3D-and-adaptive-Kalman-filtering.pdf\" target=\"_blank\" rel=\"noopener\"><i>FLAC3D and adaptive Kalman-filtering &#8211; A new way to install effective alarm systems for landslides?<\/i><\/a>\u00a0In: Zhao J, Labiouse V, Dudt J-P, Mathier J-F (eds) Rock Mechanics in Civil and Environmental Engineering, London, Taylor &amp; Francis Group, pp 559-562.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3ab56ab elementor-widget elementor-widget-text-editor\" data-id=\"3ab56ab\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Hofmann R, Preh A, Sausgruber JT, Schiffer M (2010)\u00a0<i style=\"font-size: 14px;\">Gschliefgraben mudslide (Austria) &#8211; hazard evaluation and risk mitigation<\/i>. Natural Hazards 22.\u00a0<\/span><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">1-13.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-983898e elementor-widget elementor-widget-text-editor\" data-id=\"983898e\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Ostermann V, Preh A, Tentschert E-H, Chwatal W, Zettler A (2010)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Interaktion Maschine &#8211; Gebirge analysiert mittels TBM-Daten und Gebirgskenndaten<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: \u00d6GG (ed) Geomechanics and Tunnelling, Salzburg, vol 5, Geomechanics and Tunneling\/ Wilhelm Ernst &amp; Sohn Verlag f\u00fcr Architektur und technische Wissenschaften GmbH&amp;Co.KG, pp 510-519.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-2c38924 elementor-widget elementor-widget-text-editor\" data-id=\"2c38924\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Tentschert E-H, Preh A, Ostermann V, Chwatal W, Zettler A (2010)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">The interaction of machine and rock mass analysed using TBM data and rock mass parameters \/ Interaktion Maschine-Gebirge analysiert mittels TBM-Daten und Gebirgskennwerten<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. Geomechanics and Tunnelling Heft 5. pp 510-519.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-0ae535c elementor-widget elementor-widget-text-editor\" data-id=\"0ae535c\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A (2010)\u00a0<i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Scherbruchverhalten von Untertagebauwerken in Abh\u00e4ngigkeit der gew\u00e4hlten Ankeranordnung und -l\u00e4nge<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. <span class=\"publistentry\">Vortrag: SIMNET DAYS 2010 &#8211; Geotechnik, TU Graz (eingeladen); 09.02.2010 &#8211; 10.02.2010.<\/span><br \/><\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3416b06 elementor-widget elementor-widget-text-editor\" data-id=\"3416b06\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Schmalz T, Eichhorn A, Buhl V, Mair am Tinkhof K, Preh A, Tentschert E-H, Mertl S (2010)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Untersuchungen zur Einsetzbarkeit kalibrierter numerischer Hangmodelle als Grundlage f\u00fcr die Vorhersage von Massenbewegungen<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">.\u00a0<\/span><span lang=\"EN-US\" style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">In: PANGEO 2010, Leoben, p 221.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-574574c elementor-widget elementor-widget-text-editor\" data-id=\"574574c\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Schmalz T, Eichhorn A, Buhl V, Mair am Tinkhof K, Preh A, Tentschert E-H, Zangerl C (2010)\u00a0<i style=\"font-size: 14px;\">Empirical and numerical investigation of mass movements &#8211; data fusion and analysis<\/i>.\u00a0<\/span><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">In: European Geosciences U (ed) EGU General Assembly.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-49c73ff elementor-widget elementor-widget-text-editor\" data-id=\"49c73ff\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Schmalz T, Eichhorn A, Mair am Tinkhof K, Preh A, Tentschert E-H, Zangerl C (2010)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Untersuchungen zur Implementierung eines adaptiven Kalman-Filters bei der Modellierung instabiler Talflanken mittels des Finite-Differenzen-Codes FLAC3D<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: Wunderlich T (ed) Beitr\u00e4ge zum 16. Internationalen Ingenieurvermessungskurs M\u00fcnchen 2010, Berlin, Wichmann Verlag, pp 255-265.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-928cf9f elementor-widget elementor-widget-text-editor\" data-id=\"928cf9f\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Schmalz T, Tentschert E-H, Preh A, Mair am Tinkhof K, Zangerl C, Eichhorn A (2010)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Kalibrierung eines dreidimensionalen Finite-Differenzen-Modells einer Massenbewegung mithilfe der adaptiven Kalman-Filtertechnik<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. \u00d6sterreichische Zeitschrift f\u00fcr Vermessung und Geoinformation (VGI), begutachteter Beitrag 98. 62-68.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-bbf6e70 elementor-widget elementor-widget-text-editor\" data-id=\"bbf6e70\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Vollsinger S, Poisel R, Preh A, M\u00f6lk M (2010)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">A Flood Retention Basin In An Abandoned Stone Quarry &#8211; Evaluating The Stability Of A Submerged Rock Slope<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">.\u00a0<\/span><span lang=\"EN-US\" style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">In: INTERPRAEVENT 2010, Taipei, pp 311-320.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a1ef70f elementor-widget elementor-widget-text-editor\" data-id=\"a1ef70f\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Zettler A, Poisel R, Preh A, Konietzky H (2010)\u00a0<i style=\"font-size: 14px;\">Tunneling in swelling rock &#8211; a solved problem<\/i>.\u00a0<\/span><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Geomechanik und Tunnelbau 3. pp 557-566.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-99b7177 elementor-widget elementor-widget-text-editor\" data-id=\"99b7177\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Hofmann R, Petschl G, Poisel R, Preh A, Suppan M (2009)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Gesamtstandsicherheit (Gel\u00e4ndebruch)<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In:\u00a0 Eurocode 7-1 &#8211; Praxisbeispiele Teil 1. Austrian Standards plus GmbH, 1020 Wien, Heinestra\u00dfe 38, pp 99-138.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c8080e0 elementor-widget elementor-widget-text-editor\" data-id=\"c8080e0\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Mair am Tinkhof K, Preh A, Tentschert E-H, Eichhorn A, Schmalz T, Zangerl C (2009)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">KASIP &#8211; Knowledge-Based Alarm System with Identified Deformation Predictor<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. 58. Geomechanik Kolloquium.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-8c1b97d elementor-widget elementor-widget-text-editor\" data-id=\"8c1b97d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A, Hofmann R, Breymann H (2009)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Gschliefgraben &#8211; Numerische Untersuchungen zur Mechanik von Erdstr\u00f6men<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">.\u00a0<\/span><span lang=\"EN-US\" style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">In: 7. \u00d6sterreichische Geotechniktagung, Vienna.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-eb7cb5a elementor-widget elementor-widget-text-editor\" data-id=\"eb7cb5a\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A, Hofmann R, Schiffer M, Sausgruber JT (2009)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Hazard assessment of the Gschliefgraben earth flow (Austria) based on monitoring data and evolution modelling<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: European Geosciences U (ed) Geophysical Research Abstracts, 11.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e923af5 elementor-widget elementor-widget-text-editor\" data-id=\"e923af5\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">P\u00f6tsch M, Preh A (2009)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Investigations of the stability of rock block systems comparing different methods<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. 5th Colloquium Rock Mechanics.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-069196e elementor-widget elementor-widget-text-editor\" data-id=\"069196e\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Poisel R (2009)\u00a0<i style=\"font-size: 14px;\">Notches formed by shear failures in tunnels (cherry pit mechanism) &#8211; advances in the progress of failure<\/i>.\u00a0<\/span><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Geomechanik und Tunnelbau 2. pp 544-551.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-774bd06 elementor-widget elementor-widget-text-editor\" data-id=\"774bd06\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Poisel R, Hein-Stumpp M (2009)\u00a0<i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Vergleichende Untersuchungen zur Standsicherheit von Kluftkorpersystemen mittels Blocktheorie und 3DEC<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Marschallinger R, Wanker W, Zobl F (eds) Online Datenerfassung, ber\u00fchrungslose Messverfahren, 3D-Modellierung und geotechnische Analyse in Geologie und Geotechnik, Wichmann, pp 113-123.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ed3543e elementor-widget elementor-widget-text-editor\" data-id=\"ed3543e\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Preh A, Poisel R, Hungr O (2009)\u00a0<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2009-PREH-POISEL-HUNGR-Comparison-of-Particle-Flow-Code-and-Smoothed-Particle-Hydrdynamics-Modelling-od-Landslide-Runouts.pdf\" target=\"_blank\" rel=\"noopener\"><i>Comparison of Particle Flow Code and Smoothed Particle Hydrodynamics Modelling of Landslide Run outs<\/i><\/a>. In: European Geosciences U (ed) Geophysical Research Abstracts, 11.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e222d96 elementor-widget elementor-widget-text-editor\" data-id=\"e222d96\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Poisel R, Steiner M (2009)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Scherbruchk\u00f6rper in der Leibung von Tunneln (Kirschkernversagen) &#8211; von den analytischen zu den diskontinuumsmechanischen Modellen<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">.\u00a0<\/span><span lang=\"EN-US\" style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -48px;\">In: \u00d6IAV (ed) 7. \u00d6sterreichische Geotechniktagung, Vienna, pp 295-307.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c83da87 elementor-widget elementor-widget-text-editor\" data-id=\"c83da87\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Sausgruber JT, Preh A, Poisel R (2009)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Bunzkoegele south slope &#8211; a complex failure mechanism shaped by sliding of joints and breaking of rock<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9b1ed38 elementor-widget elementor-widget-text-editor\" data-id=\"9b1ed38\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Tuitz C, Exner U, Grasemann B, Preh A (2009)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Cracking of pebbles in sediments (SE Vienna Basin, Austria): Lithostatic pressure versus static stress change<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: European Geosciences U (ed) Geophysical Research Abstracts, 11.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-94ec051 elementor-widget elementor-widget-text-editor\" data-id=\"94ec051\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Angerer H, Gasperl W, Hofmann R, Moser G, Poisel R, Preh A, Schiffer M (2008)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Gro\u00dfhangbewegung Gschliefgraben &#8211; Prozess, Monitoring, Ma\u00dfnahmen<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. Seminar Geowissenschaften.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e6a604b elementor-widget elementor-widget-text-editor\" data-id=\"e6a604b\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Kolenprat B, Preh A (2008)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Analyse und Modellierung von Sturzprozessen in Tagbauen der mineralrohstoffgewinnenden Industrie<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1a39ae2 elementor-widget elementor-widget-text-editor\" data-id=\"1a39ae2\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Mair am Tinkhof K, Poisel R, Preh A (2008)\u00a0<i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Numerische Untersuchung von Felsmassensturzen im Bereich des Roten Kogeles am Hallstatter Salzberg mittels PFC3D<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Marschallinger R, Wanker W (eds) Modellierung, Sturzprozesse und Massenbewegungen: Beitr\u00e4ge zur COG-Fachtagung, Salzburg, Wichmann, pp 67-82.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ac4fd64 elementor-widget elementor-widget-text-editor\" data-id=\"ac4fd64\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A (2008)\u00a0<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2008-POISEL-PREH-3D-landslide-run-out-modelling-using-PFC3D.pdf\" target=\"_blank\" rel=\"noopener\"><i>3D landslide run out modelling using the Particle Flow Code PFC3D<\/i><\/a>. In: Chen Z, others (eds) Landslides and Engineering Slopes, From the Past to the Future, 1, CRC Press, Taylor &amp; Francis Group, pp 873-879.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-579e5c8 elementor-widget elementor-widget-text-editor\" data-id=\"579e5c8\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A (2008)\u00a0<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2008-POISEL-PREH-Landslide-detachment-mechanisms.pdf\" target=\"_blank\" rel=\"noopener\"><i>Landslide detachment mechanisms: An overview of their mechanical models<\/i><\/a>. In: Ho K, others (eds) Proceedings of the 2007 International Forum on Landslide Disaster Management, Eigenverlag, pp 1043-1058.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-55f74eb elementor-widget elementor-widget-text-editor\" data-id=\"55f74eb\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A (2008)\u00a0<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2008-POISEL-PREH-Modifications-of-PFC3D-for-rock-mass-fall-modeling.pdf\" target=\"_blank\" rel=\"noopener\"><i>Modifications of PFC3D for rock mass fall modeling<\/i><\/a>. In: Cundall P, Hart R, Detournay C (eds) Continuum and Distinct Elemt Numerical Modeling in Geo-Engineering, Itasca Consulting Group, Inc., pp 29-38.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e960cfc elementor-widget elementor-widget-text-editor\" data-id=\"e960cfc\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A (2008)\u00a0<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2007-POISEL-PREH-KOC-Punta-Thurwieser-rock-avalanche-and-Frank-slide.pdf\" target=\"_blank\" rel=\"noopener\"><i>Punta Thurwieser rock avalanche and Frank Slide &#8211; analyses of hazard and risk based on a discontinuum mechanics approach<\/i><\/a><span style=\"font-style: normal; font-family: Roboto, sans-serif; font-size: 14px; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: European Geosciences U (ed) EGU General Assembly, Vienna.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-47c03a9 elementor-widget elementor-widget-text-editor\" data-id=\"47c03a9\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A, Hungr O (2008)\u00a0<i style=\"font-size: 14px;\">Run Out of Landslides \u2013 Continuum Mechanics versus Discontinuum Mechanics Models<\/i>. Geomechanics and Tunnelling 1. pp 358-366.<\/span>\u00a0doi:\u00a0<\/span><a style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; background-color: #e6e6e6; text-indent: -48px;\" href=\"https:\/\/doi.org\/10.1002\/geot.200800036\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.1002\/geot.200800036<\/a>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ec11bb4 elementor-widget elementor-widget-text-editor\" data-id=\"ec11bb4\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A, Koc O (2008)\u00a0<i style=\"font-size: 14px;\">Punta Thurwieser rock avalanche and Frank slide: A comparison based on PFC3D runout models<\/i>. In: Ho K, others (eds) Proceedings of the 2007 International Forum on Landslide Disaster Management, 2, pp 1059-1078.<\/a>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-0976568 elementor-widget elementor-widget-text-editor\" data-id=\"0976568\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Poisel R (2008)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Gel\u00e4ndebruchsicherheit, B\u00f6schungen, Hangsicherungen (\u00d6NORM B 1997-1-1: Abschnitt 4.8 &#8211; Gel\u00e4ndebruch)<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. Die Einf\u00fchrung des Eurocode 7 Teil 1.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-5a2defd elementor-widget elementor-widget-text-editor\" data-id=\"5a2defd\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Sausgruber JT, Preh A, Poisel R (2008)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">The Bunzkogele kink band slump<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: European Geosciences U (ed) Geophysical Research Abstracts, 10.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1d776ec elementor-widget elementor-widget-text-editor\" data-id=\"1d776ec\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Tuitz C, Exner U, Grasemann B, Kaiser J, Seidl S, Preh A, Gier S, Wagreich M (2008)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">The influence of grain size distribution on contact stresses acting between pebbles in unconsolidated gravel layers<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Pangeo 2008, 49, Journal of Alpine Geology (Mitt. Ges. Geol. Bergbaustud. \u00d6sterr.), pp 113-114.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b406484 elementor-widget elementor-widget-text-editor\" data-id=\"b406484\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A (2007)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Numerische Untersuchungen von Felsmassenst\u00fcrzen mittels PFC3D f\u00fcr die Beurteilung des Risikos infolge der Gro\u00dfhangbewegung Larchberg &#8211; Galgenwald bei Murau (\u00d6sterreich)<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Ver\u00f6ffentlichungen des Instituts f\u00fcr Geotechnik der TU Bergakademie Freiberg, Freiberg, pp 127-139.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b8b0c44 elementor-widget elementor-widget-text-editor\" data-id=\"b8b0c44\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A, Konietzky H, Zettler A (2007)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Die Standsicherheit von Tunneln in quell- und schwellfahigem Gebirge<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Proceedings 6. \u00d6sterreichische Geotechniktagung, Wien, \u00d6IAV \u00d6sterreichischer Ingenieur- und Architektenverein, pp 310-312.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6b0b622 elementor-widget elementor-widget-text-editor\" data-id=\"6b0b622\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A, Zettler A (2007)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Versagensmechanismen von Talflanken und Boschungen. &#8211; Grundlage fur das Beobachtungsprogramm und fur die Auswertung und Interpretation von Messergebnissen<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. Felsbau 25. pp 74-75.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4b9312e elementor-widget elementor-widget-text-editor\" data-id=\"4b9312e\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Poisel A (2007)\u00a0<i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">PFC3D Applications. The \u00c5knes field trip and workshop on numerical modeling of the tsunami triggered by a potential rock slide in Geiranger, \u00c5knes\/Tafjord project and the International Centre for Geohazards (ICG)<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b1f5dae elementor-widget elementor-widget-text-editor\" data-id=\"b1f5dae\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Poisel R (2007)\u00a0<a style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; background-color: #e6e6e6; text-indent: -36pt;\" href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2007-POISEL-PREH-3D-modelling-of-rock-mass-falls-using-PFC3D.pdf\" target=\"_blank\" rel=\"noopener\"><i style=\"font-size: 14px;\">3D modelling of rock mass falls using the Particle Flow Code PFC3D<\/i><\/a><a style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; background-color: #e6e6e6; text-indent: -36pt;\" href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2007-POISEL-PREH-3D-modelling-of-rock-mass-falls-using-PFC3D.pdf\" target=\"_blank\" rel=\"noopener\">. <\/a><span style=\"background-color: #e6e6e6; text-indent: -36pt;\">In: 11th Congress of the International Society for Rock Mechanics. Specialized Session S01 \u2013 Rockfall \u2013 Mechanism and Hazard Assessment, Lisbon.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e3a603b elementor-widget elementor-widget-text-editor\" data-id=\"e3a603b\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Poisel R, Bogner B (2007)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">The influences of the height of overburden and unsupported tunnel length on tunnel face stability<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: Proceedings of the 11th Congress of the International Society for Rock Mechanics, Lissabon, ISRM &#8211; International Society of Rock Mechanics, pp 1071-1074.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3f6b612 elementor-widget elementor-widget-text-editor\" data-id=\"3f6b612\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Poisel R, Hofmann R (2007)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Numerische vs. analytische Methoden bei 2D-B\u00f6schungsbruchberechnungen<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. \u00d6GG &#8211; Fachseminar Computerorientierte Methoden in der Geomechanik.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-5a37862 elementor-widget elementor-widget-text-editor\" data-id=\"5a37862\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Angerer H, Poisel R, Preh A, Tentschert E-H (2006)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Estimation of the profitability of landslide risk mitigation measures<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: Mitteilungen f\u00fcr Ingenieurgeologie und Geomechanik, Wien, Eigenverlag, pp 13-27.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-12111f7 elementor-widget elementor-widget-text-editor\" data-id=\"12111f7\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Draganits E, Voit K, M\u00fcller M, Grasemann B, Exner U, Z\u00e4molyi A, Preh A, Iglseder C, Petrakakis K, Edwards M (2006)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Spectacular diversity of different types of mass-movements from northern Kea (Cyclades, Greece)<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: European Geosciences U (ed) Geophysical Research Abstracts 8, Vienna, EGU, pp 1-2.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-2185d59 elementor-widget elementor-widget-text-editor\" data-id=\"2185d59\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A (2006)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Die Erfassung der Prozesse von Massenbewegungen als Grundlage f\u00fcr das Beobachtungsprogramm, f\u00fcr Standsicherheitsuntersuchungen und f\u00fcr Risikobeurteilungen<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: PANGEO AUSTRIA 2006, Conference Series, Innsbruck, Innsbruck (university press), p 254.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-bfd819e elementor-widget elementor-widget-text-editor\" data-id=\"bfd819e\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A (2006)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Entwicklungen auf dem Gebiet der numerischen Analyse von Boschungen<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: Tagebaub\u00f6schungen: Planung &#8211; Sicherheit &#8211; Monitoring &#8211; Sanierung.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c476629 elementor-widget elementor-widget-text-editor\" data-id=\"c476629\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A, Sausgruber JT (2006)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Numerische Modellierung des Massenbewegungsprozesses in der Sudflanke des Bunzkogeles (Matrei,Osttirol)<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: Pangeo Austria, Innsbruck, Innsbruck (university press), p 255.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f04ac5f elementor-widget elementor-widget-text-editor\" data-id=\"f04ac5f\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Hofmann R (2006)\u00a0<i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Gel\u00e4ndebruchberechnungen: numerische und konventionelle Methoden im Kontext mit dem EC 7<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: Mitteilungen f\u00fcr Ingenieurgeologie und Geomechanik, Band 7, Wien, Eigenverlag, pp 69-86.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f36449b elementor-widget elementor-widget-text-editor\" data-id=\"f36449b\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Preh A, Illeditsch (former Zapletal) M (2006)\u00a0<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2006-PREH-ILLEDITSCH-The-perfect-mest-for-FLAC3D.pdf\" target=\"_blank\" rel=\"noopener\"><i>The perfect mesh for FLAC3D to analyze the stability of rock slopes<\/i><\/a>. In: Proceedings of the 4th International FLAC Symposium Madrid, Minneapolis, Itasca Consulting Group, Inc. Minneapolis, pp 1-5.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-16fa0a8 elementor-widget elementor-widget-text-editor\" data-id=\"16fa0a8\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Poisel R (2006)\u00a0<a style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; background-color: #e6e6e6; text-indent: -36pt;\" href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2006-PREH-POISEL-Models-for-Landslide-Behaviour-with-Large-Displacements-by-PFC.pdf\" target=\"_blank\" rel=\"noopener\"><i style=\"font-size: 14px;\">Models for Landslide Behaviour with Large Displacements by the Particle Flow Code<\/i><\/a><a style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; background-color: #e6e6e6; text-indent: -36pt;\" href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2006-PREH-POISEL-Models-for-Landslide-Behaviour-with-Large-Displacements-by-PFC.pdf\" target=\"_blank\" rel=\"noopener\">. <\/a><span style=\"background-color: #e6e6e6; text-indent: -36pt;\">Felsbau 25. pp 31-37.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-da73005 elementor-widget elementor-widget-text-editor\" data-id=\"da73005\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Tentschert E-H, Preh A, Illeditsch (former Zapletal) M (2006)\u00a0<i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400;\">Kaunertalkraftwerk Druckschachthang Geologisch-Geotechnische Modellierung<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400;\">. Vienna University of Technology.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-2618ddb elementor-widget elementor-widget-text-editor\" data-id=\"2618ddb\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Illeditsch (former Zapletal) M (2005)\u00a0<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2005-ILLEDITSCH-Diplomarbeit.pdf\" target=\"_blank\" rel=\"noopener\"><i>Untersuchung der Massenbewegung im Bereich des Druckschachthanges des Kaunertal-Kraftwerkes mittels der Finite-Differenzen-Methode FLAC 3D<\/i><\/a>. Master&#8217;s Thesis, Vienna University of Technology.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-569c392 elementor-widget elementor-widget-text-editor\" data-id=\"569c392\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Poisel A, Preh A, Tentschert E-H, Zettler A (2005)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400;\">Behaviour of soft rock around shallow double tube tunnels<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400;\">. In: Konecny P (ed) Impact of Human Activity on the Geological Environment, Brno (Czech Republik), Balkema, pp 483-487.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6034b3a elementor-widget elementor-widget-text-editor\" data-id=\"6034b3a\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A (2005)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400;\">Mecanismos de Rotura Inicial de Taludes Rocosos y sus Modelos Mecanicos<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400;\">. In: Jimeno CL (ed) Ingenieria del Terreno, Ingeoter 5. Eigenverlag, Madrid, pp 81-92.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d8a3633 elementor-widget elementor-widget-text-editor\" data-id=\"d8a3633\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Tentschert E-H, Poisel R, Preh A, Roth W (2005)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400;\">The Oselitzenbach landslide (Austria) &#8211; triggering runout and risk evaluation<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400;\">. In: Geophysical Research Abstracts 7, Wien, EGU, pp 1-13.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4fc1b96 elementor-widget elementor-widget-text-editor\" data-id=\"4fc1b96\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Amatruda G, Bonnard C, Castelli M, Forlati F, Giacomelli L, Morelli M, Paro L, Piana F, Pirulli M, Polino R, Prat P, Ramasco M, Scavia C, Bellardone G, Campus S, Durville J, Poisel R, Preh A, Roth W, Tentschert E-H (2004)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400;\">A key approach: The IMIRILAND project method<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400;\">. In: Bonnard C, Forlati F, Scavia C (eds) Identification and mitigation of large landslide risks in Europe: IMIRILAND Project. Balkema, pp 13-43.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c8ad492 elementor-widget elementor-widget-text-editor\" data-id=\"c8ad492\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Amatruda G, Castelli M, H\u00fcrlimann M, Ledesma A, Morelli M, Piana F, Pirulli M, Polino R, Prat P, Scavia C, Poisel R, Preh A, Roth W, Tentschert E-H (2004)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400;\">The Oselitzenbach landslide<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400;\">. In: Bonnard C, Forlati F, Scavia C (eds) Identification and mitigation of large landslide risks in Europe &#8211; IMIRILAND Project. Balkema, pp 137-180.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-926b3b4 elementor-widget elementor-widget-text-editor\" data-id=\"926b3b4\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Kreysler D, Nowy W, Poisel R, Preh A (2004)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400;\">Stabilization of landslide affected sections of the Second Vienna Water Main based on monitoring results<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400;\">. In: Lacerda WA (ed) Proceedings of the 9th international Symposium on Landslides, Rio de Janeiro, Leiden, Balkema, pp 583-589.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b11edf2 elementor-widget elementor-widget-text-editor\" data-id=\"b11edf2\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A (2004)\u00a0<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2004-POISEL-PREH-Rock-Slope-Initial-Failure-Mechanisms-and-their-Mechanical-Models.pdf\" target=\"_blank\" rel=\"noopener\"><i>Rock slope initial failure mechanisms and\u00a0their mechanical models<\/i><\/a>. Felsbau 22. pp 40-45.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a24c560 elementor-widget elementor-widget-text-editor\" data-id=\"a24c560\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A, Zettler A (2004)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400;\">Rock as a continuous material and as a discontinuous material &#8211; are clear definitions possible?<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400;\">\u00a0In: Schubert W (ed) Proceedings EUROCK 2004 &amp; 53rd Geomechanics Colloquy, Essen, Verlag Gl\u00fcckauf GmbH, pp 712-722.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-676fce3 elementor-widget elementor-widget-text-editor\" data-id=\"676fce3\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A (2004)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400;\">Modellierung des Verhaltens von Massenbewegungen bei gro\u00dfen Verschiebungen mit Hilfe des Particle Flow Codes<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400;\">. PhD, Vienna University of Technology.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-722b8c3 elementor-widget elementor-widget-text-editor\" data-id=\"722b8c3\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A (2004)\u00a0<i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">The use of the Particle Flow Code (PFC) to analyze buckling of rock slopes<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Tentschert E-H (ed) 2nd Colloquium &#8220;Rock Mechanics &#8211; Theory and Practice&#8220;, Wien, Eigenverlag, pp 106-116.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3e4584a elementor-widget elementor-widget-text-editor\" data-id=\"3e4584a\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -36pt;\">Preh A, Poisel R (2004)\u00a0<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2004-PREH-POISEL-A-UDEC-model-for-kink-band-slumping-type-failures-of-rock-slopes.pdf\" target=\"_blank\" rel=\"noopener\"><i>A UDEC model for &#8222;Kink Band Slumping&#8220; type failures of rock slopes<\/i><\/a>. In: Konietzky (ed) 1st UDEC\/3DEC Symposium, Bochum, Germany.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-90cf92f elementor-widget elementor-widget-text-editor\" data-id=\"90cf92f\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Pirulli M, Preh A, Roth W, Scavia C, Poisel R (2003)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Rock avalanche run out prediction: combined application of two numerical methods<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Proc. 10th Int. Congr. Rock Mechanics, Johannesburg, The South African Institute of Mining and Metallurgy, pp 903-908.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f3bcc2a elementor-widget elementor-widget-text-editor\" data-id=\"f3bcc2a\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Hermann S, Kittl H, Preh A (2003)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Die Gro\u00dfhangbewegung Larchberg-Galgenwald bei Murau<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. Felsbau 21. pp 110-119.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6819f31 elementor-widget elementor-widget-text-editor\" data-id=\"6819f31\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Krastanov J, Daller J, Preh A (2002)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Tunnel Design in Sqeezing Rock Conditions with High Overburden<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: 28th ITA General Assembly and World Tunnel Congress, Rotterdam: Balkema, pp 120-126.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3e83b03 elementor-widget elementor-widget-text-editor\" data-id=\"3e83b03\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Preh A, Roth W, Tentschert E-H, Angerer H, others (2002)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">The Eiblschrofen rockfalls &#8211; interpretation of monitoring results of a complex rock structure<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Proc. of the 1st European conference on landslides, Lisse\/Abingdon\/Exton\/Tokyo, Balkema, pp 449-454.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-44222b2 elementor-widget elementor-widget-text-editor\" data-id=\"44222b2\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Tentschert E-H, Roth W, Preh A (2002)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Workpackage 1 &#8211; Collection, analysis and organisation of the existing data for each selected site<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. Vienna University of Technology.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-59508fd elementor-widget elementor-widget-text-editor\" data-id=\"59508fd\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Tentschert E-H, Roth W, Preh A (2002)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Workpackage 2- Establishment of scenarious on the basis of field analysis: application of geology, geomorphology and tectonics<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. Vienna University of Technology.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4ee76ff elementor-widget elementor-widget-text-editor\" data-id=\"4ee76ff\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Tentschert E-H, Roth W, Preh A (2002)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Workpackage 3- Establishment of scenarious on the basis of mechanical modelling: application of numerical methods<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. Vienna University of Technology.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e53c509 elementor-widget elementor-widget-text-editor\" data-id=\"e53c509\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Tentschert E-H, Roth W, Preh A (2002)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Workpackage 4- Establishment of scenarious on the basis of mechanical run-out modelling: application of numerical methods<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. Vienna University of Technology.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-5918ab0 elementor-widget elementor-widget-text-editor\" data-id=\"5918ab0\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Poisel R, Tentschert E-H, Roth W, Preh A (2002)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Workpackage 8- Establishment of mitigation strategies in the short and long term and evaluation of residual risk within several legal frameworks<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. Vienna University of Technology.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-df18291 elementor-widget elementor-widget-text-editor\" data-id=\"df18291\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A, Poisel R, Krastanov J (2002)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Investigation of the failure mechanisms of hard, competent rock lying on a soft, incompetent base by PFC 2D<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Konietzky H (ed) Proc. of the 1st international PFC Symposium, Balkema, pp 277-281.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9f9e25d elementor-widget elementor-widget-text-editor\" data-id=\"9f9e25d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Roth W, Preh A, Poisel R, Robert H, Sauermoser S (2002)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Numerische Modellierung von Felsmassensturzen am Beispiel der Schutzdamme Eiblschrofen<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. Felsbau 20. pp 179-187.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-699650d elementor-widget elementor-widget-text-editor\" data-id=\"699650d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Unterberger W, Honeger C, Preh A (2001)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; text-indent: -48px;\">Advanced application of FLAC analyses in traffic vibration prediction<\/i><span style=\"font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-variant-ligatures: normal; font-variant-caps: normal; font-weight: 400; text-indent: -48px;\">. In: Proc. 2nd FLAC Symposium on numerical modeling in geomechanics, Lyon 2001, Balkema, pp 87-92.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-862864f elementor-widget elementor-widget-text-editor\" data-id=\"862864f\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Preh A (2000)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Ermittlung von Sicherheitsfaktoren mittels des diskontinuumsmechanischen Finiten Differenzen-Codes UDEC<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. Master&#8217;s Thesis, Vienna Technical University.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f96068c elementor-widget elementor-widget-text-editor\" data-id=\"f96068c\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Zettler AH, Poisel R, Preh A, Roth W (1999)\u00a0<\/span><i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Stability analysis using finite difference method<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">. In: 9th ISRM Congress, Paris, pp 149-152.<\/span>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b7e6a3f elementor-widget elementor-widget-text-editor\" data-id=\"b7e6a3f\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p style=\"margin: 0cm 0cm 0.0001pt 36pt; font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; text-indent: -36pt;\">Zettler AH, Poisel R, Roth W, Preh A (1999)\u00a0<i style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">Slope stability analysis based on the shear reduction technique in 3D.<\/i><span style=\"font-variant-ligatures: normal; font-variant-caps: normal; font-family: Roboto, sans-serif; font-size: 14px; font-style: normal; font-weight: 400; color: var( --e-global-color-text ); text-indent: -36pt;\">\u00a0In: Detournay C, Hart R (eds) Int. Symp. FLAC and numerical modeling in geomechanics, Minneapolis, pp 11-16.<\/span><\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-33 elementor-top-column elementor-element elementor-element-dbf969a\" data-id=\"dbf969a\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-element elementor-element-84d83a6 elementor-widget elementor-widget-spacer\" data-id=\"84d83a6\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f736551 elementor-widget elementor-widget-image\" data-id=\"f736551\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<style>\/*! elementor - v3.7.2 - 21-08-2022 *\/\n.elementor-widget-image{text-align:center}.elementor-widget-image a{display:inline-block}.elementor-widget-image a img[src$=\".svg\"]{width:48px}.elementor-widget-image img{vertical-align:middle;display:inline-block}<\/style>\t\t\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1002\/geot.202400065\">\n\t\t\t\t\t\t\t<img width=\"722\" height=\"1024\" src=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2024\/10\/2024-PREH-ILLEDITSCH-Is-it-possible-to-assess-the-stability-of-rock-slopes-in-accordance-with-the-Eurocode-722x1024.png\" class=\"attachment-large size-large\" alt=\"\" loading=\"lazy\" srcset=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2024\/10\/2024-PREH-ILLEDITSCH-Is-it-possible-to-assess-the-stability-of-rock-slopes-in-accordance-with-the-Eurocode-722x1024.png 722w, https:\/\/pi-geo.at\/wp-content\/uploads\/2024\/10\/2024-PREH-ILLEDITSCH-Is-it-possible-to-assess-the-stability-of-rock-slopes-in-accordance-with-the-Eurocode-211x300.png 211w, https:\/\/pi-geo.at\/wp-content\/uploads\/2024\/10\/2024-PREH-ILLEDITSCH-Is-it-possible-to-assess-the-stability-of-rock-slopes-in-accordance-with-the-Eurocode-768x1090.png 768w, https:\/\/pi-geo.at\/wp-content\/uploads\/2024\/10\/2024-PREH-ILLEDITSCH-Is-it-possible-to-assess-the-stability-of-rock-slopes-in-accordance-with-the-Eurocode-1083x1536.png 1083w, https:\/\/pi-geo.at\/wp-content\/uploads\/2024\/10\/2024-PREH-ILLEDITSCH-Is-it-possible-to-assess-the-stability-of-rock-slopes-in-accordance-with-the-Eurocode.png 1359w\" sizes=\"(max-width: 722px) 100vw, 722px\" \/>\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-cb8fcc5 elementor-widget elementor-widget-spacer\" data-id=\"cb8fcc5\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4666876 elementor-widget elementor-widget-image\" data-id=\"4666876\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1007\/s11069-024-06432-4\" target=\"_blank\">\n\t\t\t\t\t\t\t<img width=\"673\" height=\"1024\" src=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2024\/10\/2023-ILLEDITSCH-PREH-Determination-of-meaningful-block-sizes-for-rockfall-modelling-673x1024.png\" class=\"attachment-large size-large\" alt=\"\" loading=\"lazy\" srcset=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2024\/10\/2023-ILLEDITSCH-PREH-Determination-of-meaningful-block-sizes-for-rockfall-modelling-673x1024.png 673w, https:\/\/pi-geo.at\/wp-content\/uploads\/2024\/10\/2023-ILLEDITSCH-PREH-Determination-of-meaningful-block-sizes-for-rockfall-modelling-197x300.png 197w, https:\/\/pi-geo.at\/wp-content\/uploads\/2024\/10\/2023-ILLEDITSCH-PREH-Determination-of-meaningful-block-sizes-for-rockfall-modelling-768x1169.png 768w, https:\/\/pi-geo.at\/wp-content\/uploads\/2024\/10\/2023-ILLEDITSCH-PREH-Determination-of-meaningful-block-sizes-for-rockfall-modelling-1009x1536.png 1009w, https:\/\/pi-geo.at\/wp-content\/uploads\/2024\/10\/2023-ILLEDITSCH-PREH-Determination-of-meaningful-block-sizes-for-rockfall-modelling.png 1219w\" sizes=\"(max-width: 673px) 100vw, 673px\" \/>\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f744197 elementor-widget elementor-widget-spacer\" data-id=\"f744197\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a876bd1 elementor-widget elementor-widget-image\" data-id=\"a876bd1\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1002\/geot.201900075\" target=\"_blank\">\n\t\t\t\t\t\t\t<img width=\"723\" height=\"1024\" src=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2020-PREH-Falls-originating-from-rock-slopes.png\" class=\"attachment-large size-large\" alt=\"\" loading=\"lazy\" \/>\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d78ce3d elementor-widget elementor-widget-spacer\" data-id=\"d78ce3d\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ce50e8b elementor-widget elementor-widget-image\" data-id=\"ce50e8b\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2019-PREH-MOeLK-ILLEDITSCH-Extrema-Steinschlag-und-Felssturz.pdf\" target=\"_blank\">\n\t\t\t\t\t\t\t<img width=\"943\" height=\"1024\" src=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/ExtremA_Band2019-943x1024.png\" class=\"attachment-large size-large\" alt=\"\" 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href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2011-POISEL-PREH-HOFMANN-Slope-failure-process-recognition-based-on-mass-movement-induced-structures.pdf\" target=\"_blank\">\n\t\t\t\t\t\t\t<img width=\"725\" height=\"1024\" src=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2011-POISEL-PREH-HOFMANN-Slope-failure-process-recognition-based-on-mass-movement-induced-structures-725x1024.png\" class=\"attachment-large size-large\" alt=\"\" loading=\"lazy\" srcset=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2011-POISEL-PREH-HOFMANN-Slope-failure-process-recognition-based-on-mass-movement-induced-structures-725x1024.png 725w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2011-POISEL-PREH-HOFMANN-Slope-failure-process-recognition-based-on-mass-movement-induced-structures-212x300.png 212w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2011-POISEL-PREH-HOFMANN-Slope-failure-process-recognition-based-on-mass-movement-induced-structures-768x1085.png 768w, 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https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2008-POISEL-PREH-Landslide-detachment-mechanisms.png 1236w\" sizes=\"(max-width: 722px) 100vw, 722px\" \/>\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-60f170f elementor-widget elementor-widget-spacer\" data-id=\"60f170f\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f08685b elementor-widget elementor-widget-image\" data-id=\"f08685b\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2008-POISEL-PREH-Modifications-of-PFC3D-for-rock-mass-fall-modeling.pdf\" target=\"_blank\">\n\t\t\t\t\t\t\t<img width=\"791\" height=\"1024\" src=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2008-POISEL-PREH-Modifications-of-PFC3D-for-rock-mass-fall-modeling-791x1024.png\" class=\"attachment-large size-large\" alt=\"\" loading=\"lazy\" srcset=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2008-POISEL-PREH-Modifications-of-PFC3D-for-rock-mass-fall-modeling-791x1024.png 791w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2008-POISEL-PREH-Modifications-of-PFC3D-for-rock-mass-fall-modeling-232x300.png 232w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2008-POISEL-PREH-Modifications-of-PFC3D-for-rock-mass-fall-modeling-768x994.png 768w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2008-POISEL-PREH-Modifications-of-PFC3D-for-rock-mass-fall-modeling-1186x1536.png 1186w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2008-POISEL-PREH-Modifications-of-PFC3D-for-rock-mass-fall-modeling.png 1272w\" sizes=\"(max-width: 791px) 100vw, 791px\" \/>\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-0871680 elementor-widget elementor-widget-spacer\" data-id=\"0871680\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-121f754 elementor-widget elementor-widget-image\" data-id=\"121f754\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/doi.org\/10.1002\/geot.200800036\" target=\"_blank\">\n\t\t\t\t\t\t\t<img width=\"732\" height=\"1024\" src=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2008-POISEL-PREH-HUNGR-Runout-of-Landslides-Continuum-Mechanics-versus-Discontinuum-Mechanics-Models-732x1024.png\" class=\"attachment-large size-large\" alt=\"\" loading=\"lazy\" srcset=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2008-POISEL-PREH-HUNGR-Runout-of-Landslides-Continuum-Mechanics-versus-Discontinuum-Mechanics-Models-732x1024.png 732w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2008-POISEL-PREH-HUNGR-Runout-of-Landslides-Continuum-Mechanics-versus-Discontinuum-Mechanics-Models-215x300.png 215w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2008-POISEL-PREH-HUNGR-Runout-of-Landslides-Continuum-Mechanics-versus-Discontinuum-Mechanics-Models-768x1074.png 768w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2008-POISEL-PREH-HUNGR-Runout-of-Landslides-Continuum-Mechanics-versus-Discontinuum-Mechanics-Models-1098x1536.png 1098w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2008-POISEL-PREH-HUNGR-Runout-of-Landslides-Continuum-Mechanics-versus-Discontinuum-Mechanics-Models.png 1240w\" sizes=\"(max-width: 732px) 100vw, 732px\" \/>\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-73136cf elementor-widget elementor-widget-spacer\" data-id=\"73136cf\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c240d97 elementor-widget elementor-widget-image\" data-id=\"c240d97\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2007-POISEL-PREH-KOC-Punta-Thurwieser-rock-avalanche-and-Frank-slide.pdf\" target=\"_blank\">\n\t\t\t\t\t\t\t<img width=\"725\" height=\"1024\" src=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2007-POISEL-PREH-KOC-Punta-Thurwieser-rock-avalanche-and-Frank-slide-725x1024.png\" class=\"attachment-large size-large\" alt=\"\" loading=\"lazy\" srcset=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2007-POISEL-PREH-KOC-Punta-Thurwieser-rock-avalanche-and-Frank-slide-725x1024.png 725w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2007-POISEL-PREH-KOC-Punta-Thurwieser-rock-avalanche-and-Frank-slide-212x300.png 212w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2007-POISEL-PREH-KOC-Punta-Thurwieser-rock-avalanche-and-Frank-slide-768x1085.png 768w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2007-POISEL-PREH-KOC-Punta-Thurwieser-rock-avalanche-and-Frank-slide-1087x1536.png 1087w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2007-POISEL-PREH-KOC-Punta-Thurwieser-rock-avalanche-and-Frank-slide.png 1240w\" sizes=\"(max-width: 725px) 100vw, 725px\" \/>\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-7940bf3 elementor-widget elementor-widget-spacer\" data-id=\"7940bf3\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-34f5f30 elementor-widget elementor-widget-image\" data-id=\"34f5f30\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2007-POISEL-PREH-3D-modelling-of-rock-mass-falls-using-PFC3D.pdf\" target=\"_blank\">\n\t\t\t\t\t\t\t<img width=\"724\" height=\"1024\" src=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2007-POISEL-PREH-3D-modelling-of-rock-mass-falls-using-PFC3D-724x1024.png\" class=\"attachment-large size-large\" alt=\"\" loading=\"lazy\" srcset=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2007-POISEL-PREH-3D-modelling-of-rock-mass-falls-using-PFC3D-724x1024.png 724w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2007-POISEL-PREH-3D-modelling-of-rock-mass-falls-using-PFC3D-212x300.png 212w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2007-POISEL-PREH-3D-modelling-of-rock-mass-falls-using-PFC3D-768x1086.png 768w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2007-POISEL-PREH-3D-modelling-of-rock-mass-falls-using-PFC3D-1087x1536.png 1087w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2007-POISEL-PREH-3D-modelling-of-rock-mass-falls-using-PFC3D.png 1240w\" sizes=\"(max-width: 724px) 100vw, 724px\" \/>\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f305da4 elementor-widget elementor-widget-spacer\" data-id=\"f305da4\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-720404b elementor-widget elementor-widget-image\" data-id=\"720404b\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<a 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100vw, 790px\" \/>\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-2d11eed elementor-widget elementor-widget-spacer\" data-id=\"2d11eed\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-dcb2cac elementor-widget elementor-widget-image\" data-id=\"dcb2cac\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2006-PREH-POISEL-Models-for-Landslide-Behaviour-with-Large-Displacements-by-PFC.pdf\" target=\"_blank\">\n\t\t\t\t\t\t\t<img width=\"700\" height=\"1024\" src=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2006-PREH-POISEL-Models-for-Landslide-Behaviour-with-Large-Displacements-by-PFC-700x1024.png\" class=\"attachment-large size-large\" alt=\"\" loading=\"lazy\" srcset=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2006-PREH-POISEL-Models-for-Landslide-Behaviour-with-Large-Displacements-by-PFC-700x1024.png 700w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2006-PREH-POISEL-Models-for-Landslide-Behaviour-with-Large-Displacements-by-PFC-205x300.png 205w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2006-PREH-POISEL-Models-for-Landslide-Behaviour-with-Large-Displacements-by-PFC-768x1124.png 768w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2006-PREH-POISEL-Models-for-Landslide-Behaviour-with-Large-Displacements-by-PFC-1050x1536.png 1050w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2006-PREH-POISEL-Models-for-Landslide-Behaviour-with-Large-Displacements-by-PFC.png 1196w\" sizes=\"(max-width: 700px) 100vw, 700px\" \/>\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4bfc767 elementor-widget elementor-widget-spacer\" data-id=\"4bfc767\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-371f9e0 elementor-widget elementor-widget-image\" data-id=\"371f9e0\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2004-POISEL-PREH-Rock-Slope-Initial-Failure-Mechanisms-and-their-Mechanical-Models.pdf\" target=\"_blank\">\n\t\t\t\t\t\t\t<img width=\"725\" height=\"1024\" src=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2004-POISEL-PREH-Rock-Slope-Initial-Failure-Mechanisms-and-their-Mechanical-Models-725x1024.png\" class=\"attachment-large size-large\" alt=\"\" loading=\"lazy\" srcset=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2004-POISEL-PREH-Rock-Slope-Initial-Failure-Mechanisms-and-their-Mechanical-Models-725x1024.png 725w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2004-POISEL-PREH-Rock-Slope-Initial-Failure-Mechanisms-and-their-Mechanical-Models-212x300.png 212w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2004-POISEL-PREH-Rock-Slope-Initial-Failure-Mechanisms-and-their-Mechanical-Models-768x1084.png 768w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2004-POISEL-PREH-Rock-Slope-Initial-Failure-Mechanisms-and-their-Mechanical-Models-1088x1536.png 1088w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2004-POISEL-PREH-Rock-Slope-Initial-Failure-Mechanisms-and-their-Mechanical-Models.png 1240w\" sizes=\"(max-width: 725px) 100vw, 725px\" \/>\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4d31516 elementor-widget elementor-widget-spacer\" data-id=\"4d31516\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-707fbf8 elementor-widget elementor-widget-image\" data-id=\"707fbf8\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<a href=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/02\/2004-PREH-POISEL-A-UDEC-model-for-kink-band-slumping-type-failures-of-rock-slopes.pdf\" target=\"_blank\">\n\t\t\t\t\t\t\t<img width=\"790\" height=\"1024\" src=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2004-PREH-POISEL-A-UDEC-model-for-kink-band-slumping-type-failures-of-rock-slopes-790x1024.png\" class=\"attachment-large size-large\" alt=\"\" loading=\"lazy\" srcset=\"https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2004-PREH-POISEL-A-UDEC-model-for-kink-band-slumping-type-failures-of-rock-slopes-790x1024.png 790w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2004-PREH-POISEL-A-UDEC-model-for-kink-band-slumping-type-failures-of-rock-slopes-232x300.png 232w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2004-PREH-POISEL-A-UDEC-model-for-kink-band-slumping-type-failures-of-rock-slopes-768x995.png 768w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2004-PREH-POISEL-A-UDEC-model-for-kink-band-slumping-type-failures-of-rock-slopes-1186x1536.png 1186w, https:\/\/pi-geo.at\/wp-content\/uploads\/2022\/01\/2004-PREH-POISEL-A-UDEC-model-for-kink-band-slumping-type-failures-of-rock-slopes.png 1272w\" sizes=\"(max-width: 790px) 100vw, 790px\" \/>\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d72207b elementor-widget elementor-widget-spacer\" data-id=\"d72207b\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Publikationen (neueste zuerst) Preh A, Illeditsch M (2024) Is it possible to assess the stability of rock slopes in accordance with the Eurocode? Geomechanics and Tunnelling 17. pp 283-288. doi: https:\/\/doi.org\/10.1002\/geot.202400065 Illeditsch M, Preh A (2024)&nbsp;Neue Ans\u00e4tze zur Evaluierung der Steinschlaggefahr mithilfe von synthetischen Gebirgsmodellen. Bauingenieur 99, 07-08. pp 254-261. doi: https:\/\/doi.org\/10.37544\/0005-6650-2024-07-08 Illeditsch M, Preh [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":[],"_links":{"self":[{"href":"https:\/\/pi-geo.at\/index.php?rest_route=\/wp\/v2\/pages\/79"}],"collection":[{"href":"https:\/\/pi-geo.at\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/pi-geo.at\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/pi-geo.at\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/pi-geo.at\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=79"}],"version-history":[{"count":413,"href":"https:\/\/pi-geo.at\/index.php?rest_route=\/wp\/v2\/pages\/79\/revisions"}],"predecessor-version":[{"id":1378,"href":"https:\/\/pi-geo.at\/index.php?rest_route=\/wp\/v2\/pages\/79\/revisions\/1378"}],"wp:attachment":[{"href":"https:\/\/pi-geo.at\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=79"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}