{"id":1096,"date":"2008-04-01T00:00:22","date_gmt":"2008-03-31T22:00:22","guid":{"rendered":"https:\/\/geomapsrl.it\/wp\/portfolio-articoli\/analysis-of-susceptibility-to-landslide-phenomena-franarisk-project\/"},"modified":"2021-06-04T19:06:24","modified_gmt":"2021-06-04T17:06:24","slug":"analysis-of-susceptibility-to-landslide-phenomena-franarisk-project","status":"publish","type":"portfolio","link":"https:\/\/geomapsrl.it\/en\/portfolio-articoli\/analysis-of-susceptibility-to-landslide-phenomena-franarisk-project\/","title":{"rendered":"Analysis of susceptibility to landslide phenomena (Franarisk project)"},"content":{"rendered":"<div  class='avia-slideshow av-kl2htph6-3012bfb89d8a858ced50bd1ed7e4a0fa avia-slideshow-featured av_slideshow avia-slide-slider  avia-builder-el-0  el_before_av_one_third  avia-builder-el-first  av-slideshow-ui av-control-default av-slideshow-manual av-loop-once av-loop-manual-endless av-default-height-applied avia-slideshow-1' 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srcset=\"https:\/\/geomapsrl.it\/wp\/wp-content\/uploads\/2008\/04\/AG4_IMG4.jpg 845w, https:\/\/geomapsrl.it\/wp\/wp-content\/uploads\/2008\/04\/AG4_IMG4-300x200.jpg 300w, https:\/\/geomapsrl.it\/wp\/wp-content\/uploads\/2008\/04\/AG4_IMG4-768x512.jpg 768w, https:\/\/geomapsrl.it\/wp\/wp-content\/uploads\/2008\/04\/AG4_IMG4-705x470.jpg 705w\" sizes=\"(max-width: 845px) 100vw, 845px\" \/><\/a><\/div><\/div><\/div><\/p><\/div>\n<style type=\"text\/css\" data-created_by=\"avia_inline_auto\" id=\"style-css-av-5why9x-6c4a899e187e0e55fcfb5363a30008e9\">\n.flex_column.av-5why9x-6c4a899e187e0e55fcfb5363a30008e9{\nborder-radius:0px 0px 0px 0px;\npadding:0px 0px 0px 0px;\n}\n<\/style>\n<div  class='flex_column av-5why9x-6c4a899e187e0e55fcfb5363a30008e9 av_two_third  avia-builder-el-6  el_after_av_one_third  avia-builder-el-last  flex_column_div av-zero-column-padding  '     ><p><div  class='avia-table av-72rq85-31e8f365d01fe87ca673d3a2a29f695b main_color avia-pricing-table-container avia_pricing_default  avia-builder-el-7  el_before_av_table  avia-builder-el-first  avia-table-1'  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/Table\" ><div class=\"pricing-table-wrap\"><ul class='pricing-table '><li class='avia-heading-row'><div class='first-table-item'>Project Name<\/div><span class='pricing-extra'><\/span><\/li><li class=''>Franarisk<\/li><li class='avia-heading-row'>Country, Location(s)<\/li><li class=''>Italy &#8211; Province of Rome<\/li><li class='avia-heading-row'>Client(s)<\/li><li class=''>Province of Rome &#8211; Department of Agricultural and Environmental Policies &#8211; Department V, Service 4 \u201cGeological\u201d<\/li><li class='avia-heading-row'>Aims of the Project<\/li><li class=''>Identification of the parameters influencing the slope stability and of the factors triggering the instability; creation of a landslide susceptibility map; creation of a database and a GIS project for management.<\/li><li class='avia-heading-row'>Contract Holder(s)<\/li><li class=''>Geomap Srl<\/li><li class='avia-heading-row'>Staff<\/li><li class=''>4 geologists photointerpreters, 2 GIS experts<\/li><li class='avia-heading-row'>Project Activities<\/li><li class=''>Realization of a Geological Map at 1:10,000 scale compliant with CARG standards, by field survey and integration from bibliography and photointerpretation; derivation from the geological map of a Lithotechnical Map containing the classification of geological units based on their characteristics of mechanical behavior and of a Map of Covers; realization of a Census\/Map of Landslide Phenomena, at 1:10,000 scale, by photointerpretation and field survey, guided by a preliminary analysis of all the archive data (IFFI, Basin Authority, SIRDIS Lazio Region, Provincial Geological Service); classification into five types according to Varnes, plus solifluction; derivation from the map of landslide phenomena of a layer of unstable points, represented by the highest point of the crown of each landslide, plus the point phenomena, which are associated with geolithology, type of landslide, slope, curvature, exposure.<br \/>\nAnalysis of the susceptibility to landslide phenomena, for each of the six types of landslide, in a GIS environment, through the evaluation of the discriminating parameters (slope and geolitology), that is, the necessary but not sufficient conditions for the occurrence of a certain type of instability and the predisposing parameters, i.e. the geomorphological, morphometric, lithotechnical, tectonic and land cover conditions which contribute, directly or indirectly, to aggravate the stability conditions, but are not sufficient to determine it.<br \/>\nCreation of the Map of Susceptibility to Landslides for each type of landslide. Historical archival investigation of landslides to analyze the relationships between instability events and triggering phenomena, such as rainfall and seismicity.<\/li><\/ul><\/div><\/div><br \/>\n<div  class='avia-table av-1iq0nh-93696e19ed1857df0fc9090a1551b800 main_color avia-pricing-table-container avia_pricing_default  avia-builder-el-8  el_after_av_table  avia-builder-el-last  avia-table-2'  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/Table\" ><div class=\"pricing-table-wrap\"><ul class='pricing-table '><li class='avia-heading-row'><div class='first-table-item'>Start (month\/year)<\/div><span class='pricing-extra'><\/span><\/li><li class=''>April 2008<\/li><\/ul><\/div><div class=\"pricing-table-wrap\"><ul class='pricing-table '><li class='avia-heading-row'><div class='first-table-item'>End (month\/year)<\/div><span class='pricing-extra'><\/span><\/li><li class=''>May 2009<\/li><\/ul><\/div><\/div><\/p><\/div><\/p>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":440,"comment_status":"open","ping_status":"closed","template":"","meta":{"footnotes":""},"tags":[],"portfolio_entries":[20],"class_list":["post-1096","portfolio","type-portfolio","status-publish","has-post-thumbnail","hentry","portfolio_entries-applied-geology-and-hydrogeology"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v25.3.1 - 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