{"id":49916,"date":"2015-09-21T13:37:33","date_gmt":"2015-09-21T11:37:33","guid":{"rendered":"https:\/\/www.geostru.eu\/discrete-element-method-slope-stability-analysis\/"},"modified":"2017-11-09T08:41:26","modified_gmt":"2017-11-09T06:41:26","slug":"discrete-element-method-slope-stability-analysis","status":"publish","type":"post","link":"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/","title":{"rendered":"Discrete element method for slope stability analysis"},"content":{"rendered":"<p style=\"text-align: justify;\">Limit equilibrium methods for slope stability analysis do not, in general, satisfy the overall equilibrium conditions; they must make assumptions regarding the inclination and location of the interslice forces. An alternative slope analysis based on the discrete element method is presented to avoid these drawbacks. A slope in the present model is treated as comprised of slices that are connected by elastoplastic Winkler springs. By considering the conditions of compatibility, stresses on the mobilized surface can be obtained that are statically admissible and consistent with the material strength. The formulation of the method is presented and followed by a comparison of the method with limit equilibrium methods. Examples are also shown that demonstrate the applicability of the method to the analysis of progressive failure involving local yield and subsequent stress redistribution.<\/p>\n<p style=\"text-align: justify;\">In the limit equilibrium analysis of slope stability it is conjectured that the slope fails as a mass of soil sliding on a mobilized surface. The premise \u00a0is that when a set of estimated stresses on the mobilized surface satisfies equilibrium conditions and is consistent with the strength of the material,\u00a0this set of stresses provides an approximate solution that can be used for practical purposes to evaluate the overall factor of safety of the slope. In most conventional slope stability methods, the soil mass is divided into a number of slices. The stres on the mobilized surface is estimated by emplying the conditions of static equilibrium for each slice. However, the problem is indeterminate, and the conditions of static equilibrium are not sufficient for determining the stress on the mobilized surface. As a result, it is necessary to solve the problem by either neglecting part of the equilibrium conditions or by making assuptions as to the locatio nand inclination of interslice forces. For example, the ordinary method of &#8230; <a href=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2015\/09\/Chuang-1.pdf\">Chuang 1<\/a><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3122 size-full\" src=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2014\/10\/slope_dem.jpg\" alt=\"slope_dem\" width=\"431\" height=\"354\" srcset=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2014\/10\/slope_dem.jpg 431w, https:\/\/www.geostru.eu\/wp-content\/uploads\/2014\/10\/slope_dem-300x246.jpg 300w\" sizes=\"(max-width: 431px) 100vw, 431px\" \/><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Limit equilibrium methods for slope stability analysis do not, in general, satisfy the overall equilibrium conditions; they must make assumptions regarding the inclination and location of the interslice forces. An alternative slope analysis based on the discrete element method is presented to avoid these drawbacks. A slope in the present model is treated as comprised&hellip;<\/p>\n","protected":false},"author":10348,"featured_media":17833,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[640],"tags":[806,587],"class_list":["post-49916","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-pubblicazioni-es","tag-discrete-element-method-es","tag-slope-stability-es","category-640","description-off"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v25.0 (Yoast SEO v25.0) - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Discrete element method for slope stability analysis - GeoStru<\/title>\n<meta name=\"description\" content=\"DISCRETE ELEMENT METHOD FOR SLOPE STABILITY ANALYSIS - slope stability analysis software - Slope software - Geostru Store\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/\" \/>\n<meta property=\"og:locale\" content=\"es_ES\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Discrete element method for slope stability analysis\" \/>\n<meta property=\"og:description\" content=\"DISCRETE ELEMENT METHOD FOR SLOPE STABILITY ANALYSIS - slope stability analysis software - Slope software - Geostru Store\" \/>\n<meta property=\"og:url\" content=\"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/\" \/>\n<meta property=\"og:site_name\" content=\"GeoStru\" \/>\n<meta property=\"article:publisher\" content=\"https:\/\/www.facebook.com\/GeoStruSoftware\/\" \/>\n<meta property=\"article:published_time\" content=\"2015-09-21T11:37:33+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2017-11-09T06:41:26+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2014\/09\/Taiwan-Landslide-slope_geostru.jpg.jpg\" \/>\n\t<meta property=\"og:image:width\" content=\"490\" \/>\n\t<meta property=\"og:image:height\" content=\"390\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/jpeg\" \/>\n<meta name=\"author\" content=\"geostru\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:creator\" content=\"@geostru\" \/>\n<meta name=\"twitter:site\" content=\"@geostru\" \/>\n<meta name=\"twitter:label1\" content=\"Escrito por\" \/>\n\t<meta name=\"twitter:data1\" content=\"geostru\" \/>\n\t<meta name=\"twitter:label2\" content=\"Tiempo de lectura\" \/>\n\t<meta name=\"twitter:data2\" content=\"2 minutos\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"Article\",\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/#article\",\"isPartOf\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/\"},\"author\":{\"name\":\"geostru\",\"@id\":\"https:\/\/www.geostru.eu\/es\/#\/schema\/person\/a21b7273de153ffa28c28d9da2bcc8a2\"},\"headline\":\"Discrete element method for slope stability analysis\",\"datePublished\":\"2015-09-21T11:37:33+00:00\",\"dateModified\":\"2017-11-09T06:41:26+00:00\",\"mainEntityOfPage\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/\"},\"wordCount\":308,\"publisher\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/#organization\"},\"image\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/#primaryimage\"},\"thumbnailUrl\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2014\/09\/Taiwan-Landslide-slope_geostru.jpg.jpg\",\"keywords\":[\"discrete element method\",\"slope stability\"],\"articleSection\":[\"Pubblicazioni\"],\"inLanguage\":\"es\"},{\"@type\":\"WebPage\",\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/\",\"url\":\"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/\",\"name\":\"Discrete element method for slope stability analysis - GeoStru\",\"isPartOf\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/#website\"},\"primaryImageOfPage\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/#primaryimage\"},\"image\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/#primaryimage\"},\"thumbnailUrl\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2014\/09\/Taiwan-Landslide-slope_geostru.jpg.jpg\",\"datePublished\":\"2015-09-21T11:37:33+00:00\",\"dateModified\":\"2017-11-09T06:41:26+00:00\",\"description\":\"DISCRETE ELEMENT METHOD FOR SLOPE STABILITY ANALYSIS - slope stability analysis software - Slope software - Geostru Store\",\"breadcrumb\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/#breadcrumb\"},\"inLanguage\":\"es\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/\"]}]},{\"@type\":\"ImageObject\",\"inLanguage\":\"es\",\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/#primaryimage\",\"url\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2014\/09\/Taiwan-Landslide-slope_geostru.jpg.jpg\",\"contentUrl\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2014\/09\/Taiwan-Landslide-slope_geostru.jpg.jpg\",\"width\":490,\"height\":390,\"caption\":\"discrete element method\"},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\/\/www.geostru.eu\/es\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Discrete element method for slope stability analysis\"}]},{\"@type\":\"WebSite\",\"@id\":\"https:\/\/www.geostru.eu\/es\/#website\",\"url\":\"https:\/\/www.geostru.eu\/es\/\",\"name\":\"GeoStru\",\"description\":\"Professionals at your service\",\"publisher\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/#organization\"},\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\/\/www.geostru.eu\/es\/?s={search_term_string}\"},\"query-input\":{\"@type\":\"PropertyValueSpecification\",\"valueRequired\":true,\"valueName\":\"search_term_string\"}}],\"inLanguage\":\"es\"},{\"@type\":\"Organization\",\"@id\":\"https:\/\/www.geostru.eu\/es\/#organization\",\"name\":\"GeoStru\",\"url\":\"https:\/\/www.geostru.eu\/es\/\",\"logo\":{\"@type\":\"ImageObject\",\"inLanguage\":\"es\",\"@id\":\"https:\/\/www.geostru.eu\/es\/#\/schema\/logo\/image\/\",\"url\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2023\/02\/LOGO_GEOSTRU_educational_banner.png\",\"contentUrl\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2023\/02\/LOGO_GEOSTRU_educational_banner.png\",\"width\":363,\"height\":115,\"caption\":\"GeoStru\"},\"image\":{\"@id\":\"https:\/\/www.geostru.eu\/es\/#\/schema\/logo\/image\/\"},\"sameAs\":[\"https:\/\/www.facebook.com\/GeoStruSoftware\/\",\"https:\/\/x.com\/geostru\",\"https:\/\/www.linkedin.com\/company\/2462488\/admin\/\",\"https:\/\/www.instagram.com\/geostru\/\"]},{\"@type\":\"Person\",\"@id\":\"https:\/\/www.geostru.eu\/es\/#\/schema\/person\/a21b7273de153ffa28c28d9da2bcc8a2\",\"name\":\"geostru\",\"image\":{\"@type\":\"ImageObject\",\"inLanguage\":\"es\",\"@id\":\"https:\/\/www.geostru.eu\/es\/#\/schema\/person\/image\/\",\"url\":\"https:\/\/secure.gravatar.com\/avatar\/cac450172177959fc0e12f0b6d736dbd?s=96&r=g\",\"contentUrl\":\"https:\/\/secure.gravatar.com\/avatar\/cac450172177959fc0e12f0b6d736dbd?s=96&r=g\",\"caption\":\"geostru\"},\"url\":\"https:\/\/www.geostru.eu\/es\/blog\/author\/geostru\/\"}]}<\/script>\n<!-- \/ Yoast SEO Premium plugin. -->","yoast_head_json":{"title":"Discrete element method for slope stability analysis - GeoStru","description":"DISCRETE ELEMENT METHOD FOR SLOPE STABILITY ANALYSIS - slope stability analysis software - Slope software - Geostru Store","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/","og_locale":"es_ES","og_type":"article","og_title":"Discrete element method for slope stability analysis","og_description":"DISCRETE ELEMENT METHOD FOR SLOPE STABILITY ANALYSIS - slope stability analysis software - Slope software - Geostru Store","og_url":"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/","og_site_name":"GeoStru","article_publisher":"https:\/\/www.facebook.com\/GeoStruSoftware\/","article_published_time":"2015-09-21T11:37:33+00:00","article_modified_time":"2017-11-09T06:41:26+00:00","og_image":[{"width":490,"height":390,"url":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2014\/09\/Taiwan-Landslide-slope_geostru.jpg.jpg","type":"image\/jpeg"}],"author":"geostru","twitter_card":"summary_large_image","twitter_creator":"@geostru","twitter_site":"@geostru","twitter_misc":{"Escrito por":"geostru","Tiempo de lectura":"2 minutos"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"Article","@id":"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/#article","isPartOf":{"@id":"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/"},"author":{"name":"geostru","@id":"https:\/\/www.geostru.eu\/es\/#\/schema\/person\/a21b7273de153ffa28c28d9da2bcc8a2"},"headline":"Discrete element method for slope stability analysis","datePublished":"2015-09-21T11:37:33+00:00","dateModified":"2017-11-09T06:41:26+00:00","mainEntityOfPage":{"@id":"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/"},"wordCount":308,"publisher":{"@id":"https:\/\/www.geostru.eu\/es\/#organization"},"image":{"@id":"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/#primaryimage"},"thumbnailUrl":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2014\/09\/Taiwan-Landslide-slope_geostru.jpg.jpg","keywords":["discrete element method","slope stability"],"articleSection":["Pubblicazioni"],"inLanguage":"es"},{"@type":"WebPage","@id":"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/","url":"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/","name":"Discrete element method for slope stability analysis - GeoStru","isPartOf":{"@id":"https:\/\/www.geostru.eu\/es\/#website"},"primaryImageOfPage":{"@id":"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/#primaryimage"},"image":{"@id":"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/#primaryimage"},"thumbnailUrl":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2014\/09\/Taiwan-Landslide-slope_geostru.jpg.jpg","datePublished":"2015-09-21T11:37:33+00:00","dateModified":"2017-11-09T06:41:26+00:00","description":"DISCRETE ELEMENT METHOD FOR SLOPE STABILITY ANALYSIS - slope stability analysis software - Slope software - Geostru Store","breadcrumb":{"@id":"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/#breadcrumb"},"inLanguage":"es","potentialAction":[{"@type":"ReadAction","target":["https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/"]}]},{"@type":"ImageObject","inLanguage":"es","@id":"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/#primaryimage","url":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2014\/09\/Taiwan-Landslide-slope_geostru.jpg.jpg","contentUrl":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2014\/09\/Taiwan-Landslide-slope_geostru.jpg.jpg","width":490,"height":390,"caption":"discrete element method"},{"@type":"BreadcrumbList","@id":"https:\/\/www.geostru.eu\/es\/blog\/2015\/09\/21\/discrete-element-method-slope-stability-analysis\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Home","item":"https:\/\/www.geostru.eu\/es\/"},{"@type":"ListItem","position":2,"name":"Discrete element method for slope stability analysis"}]},{"@type":"WebSite","@id":"https:\/\/www.geostru.eu\/es\/#website","url":"https:\/\/www.geostru.eu\/es\/","name":"GeoStru","description":"Professionals at your service","publisher":{"@id":"https:\/\/www.geostru.eu\/es\/#organization"},"potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/www.geostru.eu\/es\/?s={search_term_string}"},"query-input":{"@type":"PropertyValueSpecification","valueRequired":true,"valueName":"search_term_string"}}],"inLanguage":"es"},{"@type":"Organization","@id":"https:\/\/www.geostru.eu\/es\/#organization","name":"GeoStru","url":"https:\/\/www.geostru.eu\/es\/","logo":{"@type":"ImageObject","inLanguage":"es","@id":"https:\/\/www.geostru.eu\/es\/#\/schema\/logo\/image\/","url":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2023\/02\/LOGO_GEOSTRU_educational_banner.png","contentUrl":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2023\/02\/LOGO_GEOSTRU_educational_banner.png","width":363,"height":115,"caption":"GeoStru"},"image":{"@id":"https:\/\/www.geostru.eu\/es\/#\/schema\/logo\/image\/"},"sameAs":["https:\/\/www.facebook.com\/GeoStruSoftware\/","https:\/\/x.com\/geostru","https:\/\/www.linkedin.com\/company\/2462488\/admin\/","https:\/\/www.instagram.com\/geostru\/"]},{"@type":"Person","@id":"https:\/\/www.geostru.eu\/es\/#\/schema\/person\/a21b7273de153ffa28c28d9da2bcc8a2","name":"geostru","image":{"@type":"ImageObject","inLanguage":"es","@id":"https:\/\/www.geostru.eu\/es\/#\/schema\/person\/image\/","url":"https:\/\/secure.gravatar.com\/avatar\/cac450172177959fc0e12f0b6d736dbd?s=96&r=g","contentUrl":"https:\/\/secure.gravatar.com\/avatar\/cac450172177959fc0e12f0b6d736dbd?s=96&r=g","caption":"geostru"},"url":"https:\/\/www.geostru.eu\/es\/blog\/author\/geostru\/"}]}},"_links":{"self":[{"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/posts\/49916"}],"collection":[{"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/users\/10348"}],"replies":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/comments?post=49916"}],"version-history":[{"count":0,"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/posts\/49916\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/media\/17833"}],"wp:attachment":[{"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/media?parent=49916"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/categories?post=49916"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.geostru.eu\/es\/wp-json\/wp\/v2\/tags?post=49916"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}