{"id":3985,"date":"2019-04-23T14:25:56","date_gmt":"2019-04-23T14:25:56","guid":{"rendered":"https:\/\/modland.uniri.hr\/?page_id=3985"},"modified":"2021-04-07T18:50:05","modified_gmt":"2021-04-07T18:50:05","slug":"physical-modelling-of-landslide-remediation-constructions-behaviour-under-static-and-seismic-actions","status":"publish","type":"page","link":"https:\/\/modland.uniri.hr\/?lang=en","title":{"rendered":"Physical modelling of landslide remediation constructions behaviour under static and seismic actions"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-post\" data-elementor-id=\"3985\" class=\"elementor elementor-3985\">\n\t\t\t\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-1f4579d elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"1f4579d\" 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-100 elementor-top-column elementor-element elementor-element-526eef0\" data-id=\"526eef0\" 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-0813c62 elementor-widget-divider--view-line elementor-widget elementor-widget-divider\" data-id=\"0813c62\" data-element_type=\"widget\" data-widget_type=\"divider.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-divider\">\n\t\t\t<span class=\"elementor-divider-separator\">\n\t\t\t\t\t\t<\/span>\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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-4ccee4ca elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"4ccee4ca\" 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-100 elementor-top-column elementor-element elementor-element-42ac6147\" data-id=\"42ac6147\" 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-637a9126 elementor-widget elementor-widget-text-editor\" data-id=\"637a9126\" 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<h1 style=\"text-align: center;\"><strong>Physical modelling of landslide remediation constructions behaviour under static and seismic actions<\/strong><\/h1>\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\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-6a66361 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"6a66361\" 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-100 elementor-top-column elementor-element elementor-element-e30ecc9\" data-id=\"e30ecc9\" 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-5051a64 elementor-widget-divider--view-line elementor-widget elementor-widget-divider\" data-id=\"5051a64\" data-element_type=\"widget\" data-widget_type=\"divider.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-divider\">\n\t\t\t<span class=\"elementor-divider-separator\">\n\t\t\t\t\t\t<\/span>\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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-ad140ea elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"ad140ea\" 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-33 elementor-top-column elementor-element elementor-element-a6ff9f2\" data-id=\"a6ff9f2\" 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-72fcc97 elementor-position-top elementor-widget elementor-widget-image-box\" data-id=\"72fcc97\" data-element_type=\"widget\" data-widget_type=\"image-box.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<div class=\"elementor-image-box-wrapper\"><figure class=\"elementor-image-box-img\"><img decoding=\"async\" width=\"297\" height=\"143\" src=\"https:\/\/modland.uniri.hr\/wp-content\/uploads\/2019\/09\/libo.png\" class=\"attachment-large size-large wp-image-4124\" alt=\"\" \/><\/figure><div class=\"elementor-image-box-content\"><h2 class=\"elementor-image-box-title\">SUBJECT<\/h2><p class=\"elementor-image-box-description\"><div style=\"text-align: justify\"> Physical landslide modeling based on the analysis of reduced-model behavior began in the late 1980s when the behavior of soil flows and the fluidization of sliding materials in a reduced physical model (also known as the flume or flume test)\n<\/div><\/p><\/div><\/div>\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-88b46c2\" data-id=\"88b46c2\" 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-da6e951 elementor-position-top elementor-widget elementor-widget-image-box\" data-id=\"da6e951\" data-element_type=\"widget\" data-widget_type=\"image-box.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<div class=\"elementor-image-box-wrapper\"><figure class=\"elementor-image-box-img\"><img fetchpriority=\"high\" decoding=\"async\" width=\"300\" height=\"248\" src=\"https:\/\/modland.uniri.hr\/wp-content\/uploads\/2019\/04\/frame-izo_platform-300x248.png\" class=\"attachment-medium size-medium wp-image-3837\" alt=\"\" srcset=\"https:\/\/modland.uniri.hr\/wp-content\/uploads\/2019\/04\/frame-izo_platform-300x248.png 300w, https:\/\/modland.uniri.hr\/wp-content\/uploads\/2019\/04\/frame-izo_platform-768x635.png 768w, https:\/\/modland.uniri.hr\/wp-content\/uploads\/2019\/04\/frame-izo_platform-1024x847.png 1024w, https:\/\/modland.uniri.hr\/wp-content\/uploads\/2019\/04\/frame-izo_platform.png 1826w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><\/figure><div class=\"elementor-image-box-content\"><h2 class=\"elementor-image-box-title\">METHODS<\/h2><p class=\"elementor-image-box-description\"><div style=\"text-align: justify\"> The methods of stability analysis used for landslide simulation projects in engineering practice are still rough and result in the selection of conservative remedial structures. For this reason, the research results could be the basis for new approaches to the rational design of remediation structures for landslides in engineering practice.\n<\/div><\/p><\/div><\/div>\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-e4ca951\" data-id=\"e4ca951\" 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-2548a30 elementor-position-top elementor-widget elementor-widget-image-box\" data-id=\"2548a30\" data-element_type=\"widget\" data-widget_type=\"image-box.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t<div class=\"elementor-image-box-wrapper\"><figure class=\"elementor-image-box-img\"><img decoding=\"async\" width=\"300\" height=\"186\" src=\"https:\/\/modland.uniri.hr\/wp-content\/uploads\/2019\/03\/3dmodel-300x186.png\" class=\"attachment-medium size-medium wp-image-3831\" alt=\"\" srcset=\"https:\/\/modland.uniri.hr\/wp-content\/uploads\/2019\/03\/3dmodel-300x186.png 300w, https:\/\/modland.uniri.hr\/wp-content\/uploads\/2019\/03\/3dmodel-768x476.png 768w, https:\/\/modland.uniri.hr\/wp-content\/uploads\/2019\/03\/3dmodel.png 1010w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><\/figure><div class=\"elementor-image-box-content\"><h2 class=\"elementor-image-box-title\">OBJECTIVE<\/h2><p class=\"elementor-image-box-description\"><div style=\"text-align: justify\"> The proposed Project will include studies of the behavior of various structures applied for landslide landscapes in physical landslide landscapes in static and dynamic conditions where static conditions presuppose precipitation precipitation conditions and dynamic conditions of earthquake landslides caused by earthquakes. The measured parameters from the physical model will be included in 3D numerical simulations. The results from both models will provide a better understanding of the behavior of landslide landscaping structures.\n<\/div><\/p><\/div><\/div>\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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-ef287be elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"ef287be\" 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-100 elementor-top-column elementor-element elementor-element-b22581a\" data-id=\"b22581a\" 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-ab5d011 elementor-widget-divider--view-line elementor-widget elementor-widget-divider\" data-id=\"ab5d011\" data-element_type=\"widget\" data-widget_type=\"divider.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-divider\">\n\t\t\t<span class=\"elementor-divider-separator\">\n\t\t\t\t\t\t<\/span>\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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-cac8655 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"cac8655\" 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-100 elementor-top-column elementor-element elementor-element-22b5de3\" data-id=\"22b5de3\" 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-c145d50 elementor-widget elementor-widget-progress\" data-id=\"c145d50\" data-element_type=\"widget\" data-widget_type=\"progress.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\n\t\t<div class=\"elementor-progress-wrapper\" role=\"progressbar\" aria-valuemin=\"0\" aria-valuemax=\"100\" aria-valuenow=\"100\" aria-valuetext=\"100% (Static model platform)\">\n\t\t\t<div class=\"elementor-progress-bar\" data-max=\"100\">\n\t\t\t\t<span class=\"elementor-progress-text\">Static model platform<\/span>\n\t\t\t\t\t\t\t<\/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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-121e0ba elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"121e0ba\" 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-100 elementor-top-column elementor-element elementor-element-4f243b4\" data-id=\"4f243b4\" 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-1f37069 elementor-widget elementor-widget-progress\" data-id=\"1f37069\" data-element_type=\"widget\" data-widget_type=\"progress.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\n\t\t<div class=\"elementor-progress-wrapper\" role=\"progressbar\" aria-valuemin=\"0\" aria-valuemax=\"100\" aria-valuenow=\"100\" aria-valuetext=\"100% (Dynamic model platform)\">\n\t\t\t<div class=\"elementor-progress-bar\" data-max=\"100\">\n\t\t\t\t<span class=\"elementor-progress-text\">Dynamic model platform<\/span>\n\t\t\t\t\t\t\t<\/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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-96eedc1 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"96eedc1\" 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-100 elementor-top-column elementor-element elementor-element-fe44e0d\" data-id=\"fe44e0d\" 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-fbb5446 elementor-widget elementor-widget-progress\" data-id=\"fbb5446\" data-element_type=\"widget\" data-widget_type=\"progress.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\n\t\t<div class=\"elementor-progress-wrapper\" role=\"progressbar\" aria-valuemin=\"0\" aria-valuemax=\"100\" aria-valuenow=\"100\" aria-valuetext=\"100% (Benchmarking)\">\n\t\t\t<div class=\"elementor-progress-bar\" data-max=\"100\">\n\t\t\t\t<span class=\"elementor-progress-text\">Benchmarking<\/span>\n\t\t\t\t\t\t\t<\/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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-2ea4359 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"2ea4359\" 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-100 elementor-top-column elementor-element elementor-element-53799d9\" data-id=\"53799d9\" 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-aaff900 elementor-widget-divider--view-line elementor-widget elementor-widget-divider\" data-id=\"aaff900\" data-element_type=\"widget\" data-widget_type=\"divider.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-divider\">\n\t\t\t<span class=\"elementor-divider-separator\">\n\t\t\t\t\t\t<\/span>\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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-9e5c0e4 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"9e5c0e4\" 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-50 elementor-top-column elementor-element elementor-element-62463c8\" data-id=\"62463c8\" 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-e293a8a elementor-widget elementor-widget-image\" data-id=\"e293a8a\" 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<img loading=\"lazy\" decoding=\"async\" width=\"300\" height=\"125\" src=\"https:\/\/modland.uniri.hr\/wp-content\/uploads\/2019\/10\/index.jpg\" class=\"attachment-large size-large wp-image-4194\" alt=\"\" \/>\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\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-b96da7f\" data-id=\"b96da7f\" 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-5e5a7e4 elementor-widget elementor-widget-text-editor\" data-id=\"5e5a7e4\" 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>The research is supported by Croatian Science Foundation under the Project IP-2018-01-1503 Physical modelling of landslide remediation constructions behaviour under static and seismic actions (ModLandRemSS).<\/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\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-b63ce64 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"b63ce64\" 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-100 elementor-top-column elementor-element elementor-element-ead9f0c\" data-id=\"ead9f0c\" 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-68eeea3 elementor-widget-divider--view-line elementor-widget elementor-widget-divider\" data-id=\"68eeea3\" data-element_type=\"widget\" data-widget_type=\"divider.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-divider\">\n\t\t\t<span class=\"elementor-divider-separator\">\n\t\t\t\t\t\t<\/span>\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>Physical modelling of landslide remediation constructions behaviour under static and seismic actions SUBJECT Physical landslide modeling based on the analysis of reduced-model behavior began in the late 1980s when the behavior of soil flows and the fluidization of sliding materials in a reduced physical model (also known as the flume or flume test) METHODS TheContinue reading &rarr;<\/p>\n","protected":false},"author":2,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"_links":{"self":[{"href":"https:\/\/modland.uniri.hr\/index.php?rest_route=\/wp\/v2\/pages\/3985"}],"collection":[{"href":"https:\/\/modland.uniri.hr\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/modland.uniri.hr\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/modland.uniri.hr\/index.php?rest_route=\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/modland.uniri.hr\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=3985"}],"version-history":[{"count":16,"href":"https:\/\/modland.uniri.hr\/index.php?rest_route=\/wp\/v2\/pages\/3985\/revisions"}],"predecessor-version":[{"id":4711,"href":"https:\/\/modland.uniri.hr\/index.php?rest_route=\/wp\/v2\/pages\/3985\/revisions\/4711"}],"wp:attachment":[{"href":"https:\/\/modland.uniri.hr\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=3985"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}