{"id":3768,"date":"2018-02-14T16:20:24","date_gmt":"2018-02-14T15:20:24","guid":{"rendered":"http:\/\/wp.unil.ch\/risk\/?p=3768"},"modified":"2018-02-14T16:23:12","modified_gmt":"2018-02-14T15:23:12","slug":"cindy-vulliez-apports-des-methodes-dimagerie-3d-pour-la-caracterisation-et-le-monitoring-du-glissement-rocheux-de-sechilienne-vallee-de-la-romanche-isere-france","status":"publish","type":"post","link":"https:\/\/wp.unil.ch\/risk\/cindy-vulliez-apports-des-methodes-dimagerie-3d-pour-la-caracterisation-et-le-monitoring-du-glissement-rocheux-de-sechilienne-vallee-de-la-romanche-isere-france\/","title":{"rendered":"Cindy Vulliez: Apports des m\u00e9thodes d\u2019imagerie 3D pour la caract\u00e9risation et le monitoring du glissement rocheux de S\u00e9chilienne (Vall\u00e9e de la Romanche, Is\u00e8re, France)"},"content":{"rendered":"<p><em>Cindy Vulliez<\/em><br \/>\n<em>Director: Prof. Michel Jaboyedoff<\/em><br \/>\n<em>Co-directors: Dr. Antonio Abell\u00e1n, MSc. Antoine Guerin<\/em><br \/>\n<em>External Expert: Marie-Aur\u00e9lie Chanut<\/em><\/p>\n<p style=\"text-align: justify\">The Sechilienne landslide, which is located in the Romanche Valley (France) is mass movements&nbsp;of about 650 m high and 250 m wide, with a potential volume of 3 million cubic meters of&nbsp;material in the active part. The slope, which is mainly composed of micaschist, is characterized by&nbsp;the presence of a NE-SW sub-vertical fracturing system involved in the destabilization of the area.&nbsp;Several investigations are being performed by different research groups on this landslide,&nbsp;including fieldwork investigations, remote sensing, seismic acquisitions, geochemistry,&nbsp;deformation analysis by extensometers, etc. The rock slope has been continuously moving since&nbsp;the eighties decade, with a growing acceleration during the period 2009-2013 followed by a&nbsp;progressive stabilization during the last years.<\/p>\n<p style=\"text-align: justify\">In this work, we used different 3D techniques in order to monitor the whole rock slide<br \/>\ndisplacements. First of all, nine different fieldwork campaigns using Terrestrial Laser Scanning&nbsp;were performed during the last six years to obtain high-resolution point clouds (8 cm point&nbsp;spacing) of the rock slope topography. In addition, we used three Helicopter-based Laser&nbsp;Scanning campaigns carried out in between 2011 and 2014 acquired by the Cerema. Finally, more&nbsp;than 600 photos were taken in April 2015 in order to build a photogrammetric model of the area&nbsp;using Structure-from-Motion (SfM) workflow in Agisoft PhotoScan software. All types of data&nbsp;allowed us having a good spatial vision of the evolution of the whole slope.&nbsp;<\/p>\n<p style=\"text-align: justify\">A detailed structural analysis was performed from both LiDAR and SfM point clouds using<br \/>\nColtop3D. Eight joint sets were detected, allowing us to estimate the susceptibility of the slope to&nbsp;three main failure mechanisms: planar sliding, wedge sliding and flexural toppling. Moreover, we&nbsp;carried out the monitoring of the active area by three approaches: comparisons among all the&nbsp;point clouds, tracking of several points in the frontal area, 3D tracking of several homogenous&nbsp;rocky compartments of the rear part using the roto-translation matrix. Large-scale movements&nbsp;(from several dm to more than 10 m) were observed in the active area with a coupling between&nbsp;subsidence and toppling oriented towards the valley. Lateral structures that cut de rear active part&nbsp;also seem to be affected by a clockwise rotation around the topple axis. Once the individual&nbsp;blocks fell during the period 2009-2014, we individualize their volumes and calculated them. We<br \/>\nalso determined a frequency-volume relation of events in the slope and estimated the erosion rate&nbsp;of. Finally, we compared the two methods of imaging based on the results obtained.<\/p>\n<p style=\"text-align: justify\">The acquisition of accurate topographic data taken from LiDAR and SfM has been useful to<br \/>\ncharacterize the instability, quantifying the displacements and clarifying the failure mechanisms&nbsp;involved in the complex dynamic of the Sechilienne rockslope active part.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Cindy Vulliez Director: Prof. Michel Jaboyedoff Co-directors: Dr. Antonio Abell\u00e1n, MSc. Antoine Guerin External Expert: Marie-Aur\u00e9lie Chanut The Sechilienne landslide, which is located in the Romanche Valley (France) is mass &hellip; <\/p>\n","protected":false},"author":1341,"featured_media":3769,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_seopress_robots_primary_cat":"","_seopress_titles_title":"","_seopress_titles_desc":"","_seopress_robots_index":"","ngg_post_thumbnail":0,"footnotes":""},"categories":[73758],"tags":[75173],"class_list":{"0":"post-3768","1":"post","2":"type-post","3":"status-publish","4":"format-standard","5":"has-post-thumbnail","7":"category-masters_completed","8":"tag-75173"},"_links":{"self":[{"href":"https:\/\/wp.unil.ch\/risk\/wp-json\/wp\/v2\/posts\/3768","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/wp.unil.ch\/risk\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/wp.unil.ch\/risk\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/wp.unil.ch\/risk\/wp-json\/wp\/v2\/users\/1341"}],"replies":[{"embeddable":true,"href":"https:\/\/wp.unil.ch\/risk\/wp-json\/wp\/v2\/comments?post=3768"}],"version-history":[{"count":0,"href":"https:\/\/wp.unil.ch\/risk\/wp-json\/wp\/v2\/posts\/3768\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/wp.unil.ch\/risk\/wp-json\/wp\/v2\/media\/3769"}],"wp:attachment":[{"href":"https:\/\/wp.unil.ch\/risk\/wp-json\/wp\/v2\/media?parent=3768"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/wp.unil.ch\/risk\/wp-json\/wp\/v2\/categories?post=3768"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/wp.unil.ch\/risk\/wp-json\/wp\/v2\/tags?post=3768"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}