{"id":1119,"date":"2021-06-13T12:55:22","date_gmt":"2021-06-13T12:55:22","guid":{"rendered":"https:\/\/geo-webonline.com\/?page_id=1119"},"modified":"2025-04-07T01:10:19","modified_gmt":"2025-04-07T01:10:19","slug":"el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes","status":"publish","type":"page","link":"https:\/\/geo-webonline.com\/en\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/","title":{"rendered":"The concept of failure in slope stability analysis"},"content":{"rendered":"<div data-elementor-type=\"wp-page\" data-elementor-id=\"1119\" class=\"elementor elementor-1119\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-d6657c9 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"d6657c9\" 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-1ab3575\" data-id=\"1ab3575\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-1c190fa elementor-shape-circle elementor-grid-0 e-grid-align-center elementor-widget elementor-widget-social-icons\" data-id=\"1c190fa\" data-element_type=\"widget\" data-widget_type=\"social-icons.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-social-icons-wrapper elementor-grid\" role=\"list\">\n\t\t\t\t\t\t\t<span class=\"elementor-grid-item\" role=\"listitem\">\n\t\t\t\t\t<a class=\"elementor-icon elementor-social-icon elementor-social-icon-facebook elementor-repeater-item-7da78dc\" href=\"https:\/\/www.facebook.com\/Geo-Web-100977118794652\" target=\"_blank\">\n\t\t\t\t\t\t<span class=\"elementor-screen-only\">Facebook<\/span>\n\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fab fa-facebook\"><\/i>\t\t\t\t\t<\/a>\n\t\t\t\t<\/span>\n\t\t\t\t\t\t\t<span class=\"elementor-grid-item\" role=\"listitem\">\n\t\t\t\t\t<a class=\"elementor-icon elementor-social-icon elementor-social-icon-twitter elementor-repeater-item-fe85f2d\" href=\"https:\/\/twitter.com\/geowebonline\" target=\"_blank\">\n\t\t\t\t\t\t<span class=\"elementor-screen-only\">Twitter<\/span>\n\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fab fa-twitter\"><\/i>\t\t\t\t\t<\/a>\n\t\t\t\t<\/span>\n\t\t\t\t\t\t\t<span class=\"elementor-grid-item\" role=\"listitem\">\n\t\t\t\t\t<a class=\"elementor-icon elementor-social-icon elementor-social-icon-instagram elementor-repeater-item-a21533a\" href=\"https:\/\/www.instagram.com\/geowebonline\/\" target=\"_blank\">\n\t\t\t\t\t\t<span class=\"elementor-screen-only\">Instagram<\/span>\n\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fab fa-instagram\"><\/i>\t\t\t\t\t<\/a>\n\t\t\t\t<\/span>\n\t\t\t\t\t\t\t<span class=\"elementor-grid-item\" role=\"listitem\">\n\t\t\t\t\t<a class=\"elementor-icon elementor-social-icon elementor-social-icon-linkedin elementor-repeater-item-8544528\" href=\"https:\/\/www.linkedin.com\/in\/alvaro-boiero-37bb4348\/\" target=\"_blank\">\n\t\t\t\t\t\t<span class=\"elementor-screen-only\">Linkedin<\/span>\n\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fab fa-linkedin\"><\/i>\t\t\t\t\t<\/a>\n\t\t\t\t<\/span>\n\t\t\t\t\t<\/div>\n\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<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-dd57b68 elementor-section-full_width elementor-hidden-tablet elementor-hidden-mobile elementor-section-height-default elementor-section-height-default\" data-id=\"dd57b68\" data-element_type=\"section\" data-settings=\"{&quot;background_background&quot;:&quot;gradient&quot;}\">\n\t\t\t\t\t\t\t<div class=\"elementor-background-overlay\"><\/div>\n\t\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-3cd614a\" data-id=\"3cd614a\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-a6a83c8 elementor-widget__width-initial elementor-absolute elementor-widget elementor-widget-image\" data-id=\"a6a83c8\" data-element_type=\"widget\" data-settings=\"{&quot;_position&quot;:&quot;absolute&quot;}\" 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 fetchpriority=\"high\" decoding=\"async\" width=\"582\" height=\"277\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png\" class=\"attachment-large size-large wp-image-3338\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png 582w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro-300x143.png 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro-18x9.png 18w\" sizes=\"(max-width: 582px) 100vw, 582px\" \/>\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-ef7e94e\" data-id=\"ef7e94e\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-19bdeca elementor-nav-menu__align-center elementor-nav-menu--dropdown-tablet elementor-nav-menu__text-align-aside elementor-nav-menu--toggle elementor-nav-menu--burger elementor-widget elementor-widget-nav-menu\" data-id=\"19bdeca\" data-element_type=\"widget\" data-settings=\"{&quot;layout&quot;:&quot;horizontal&quot;,&quot;submenu_icon&quot;:{&quot;value&quot;:&quot;&lt;i class=\\&quot;fas fa-caret-down\\&quot; aria-hidden=\\&quot;true\\&quot;&gt;&lt;\\\/i&gt;&quot;,&quot;library&quot;:&quot;fa-solid&quot;},&quot;toggle&quot;:&quot;burger&quot;}\" data-widget_type=\"nav-menu.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t<nav aria-label=\"Menu\" class=\"elementor-nav-menu--main elementor-nav-menu__container elementor-nav-menu--layout-horizontal e--pointer-underline e--animation-fade\">\n\t\t\t\t<ul id=\"menu-1-19bdeca\" class=\"elementor-nav-menu\"><li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-home menu-item-1163\"><a href=\"https:\/\/geo-webonline.com\/en\/\" class=\"elementor-item\">Home<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1164\"><a href=\"https:\/\/geo-webonline.com\/en\/quien-soy\/\" class=\"elementor-item\">geo<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-has-children menu-item-1165\"><a href=\"https:\/\/geo-webonline.com\/en\/quieres-saber-mas\/\" class=\"elementor-item\">geo-info<\/a>\n<ul class=\"sub-menu elementor-nav-menu--dropdown\">\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1169\"><a href=\"https:\/\/geo-webonline.com\/en\/fundaciones-2\/\" class=\"elementor-sub-item\">Foundations<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-386\"><a href=\"https:\/\/geo-webonline.com\/en\/mecanica-de-suelos\/\" class=\"elementor-sub-item\">Soil Mechanics<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-387\"><a href=\"https:\/\/geo-webonline.com\/en\/muros\/\" class=\"elementor-sub-item\">Walls<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-383\"><a href=\"https:\/\/geo-webonline.com\/en\/estabilidad-de-talues\/\" class=\"elementor-sub-item\">Slope Stability<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-381\"><a href=\"https:\/\/geo-webonline.com\/en\/aguas-subterraneas\/\" class=\"elementor-sub-item\">Groundwater<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-388\"><a href=\"https:\/\/geo-webonline.com\/en\/topicos-especiales\/\" class=\"elementor-sub-item\">Special Topics<\/a><\/li>\n<\/ul>\n<\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1166\"><a href=\"https:\/\/geo-webonline.com\/en\/e-learning\/\" class=\"elementor-item\">E-learning<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-2318\"><a href=\"https:\/\/geo-webonline.com\/en\/servicios-de-consultoria\/\" class=\"elementor-item\">Servicios de consultor\u00eda<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-3224\"><a href=\"https:\/\/geo-webonline.com\/en\/proyecto-geotecnico\/\" class=\"elementor-item\">Proyectos geot\u00e9cnicos<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1168\"><a href=\"https:\/\/geo-webonline.com\/en\/contacto\/\" class=\"elementor-item\">Contact<\/a><\/li>\n<\/ul>\t\t\t<\/nav>\n\t\t\t\t\t<div class=\"elementor-menu-toggle\" role=\"button\" tabindex=\"0\" aria-label=\"Menu Toggle\" aria-expanded=\"false\">\n\t\t\t<i aria-hidden=\"true\" role=\"presentation\" class=\"elementor-menu-toggle__icon--open eicon-menu-bar\"><\/i><i aria-hidden=\"true\" role=\"presentation\" class=\"elementor-menu-toggle__icon--close eicon-close\"><\/i>\t\t<\/div>\n\t\t\t\t\t<nav class=\"elementor-nav-menu--dropdown elementor-nav-menu__container\" aria-hidden=\"true\">\n\t\t\t\t<ul id=\"menu-2-19bdeca\" class=\"elementor-nav-menu\"><li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-home menu-item-1163\"><a href=\"https:\/\/geo-webonline.com\/en\/\" class=\"elementor-item\" tabindex=\"-1\">Home<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1164\"><a href=\"https:\/\/geo-webonline.com\/en\/quien-soy\/\" class=\"elementor-item\" tabindex=\"-1\">geo<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-has-children menu-item-1165\"><a href=\"https:\/\/geo-webonline.com\/en\/quieres-saber-mas\/\" class=\"elementor-item\" tabindex=\"-1\">geo-info<\/a>\n<ul class=\"sub-menu elementor-nav-menu--dropdown\">\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1169\"><a href=\"https:\/\/geo-webonline.com\/en\/fundaciones-2\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Foundations<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-386\"><a href=\"https:\/\/geo-webonline.com\/en\/mecanica-de-suelos\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Soil Mechanics<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-387\"><a href=\"https:\/\/geo-webonline.com\/en\/muros\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Walls<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-383\"><a href=\"https:\/\/geo-webonline.com\/en\/estabilidad-de-talues\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Slope Stability<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-381\"><a href=\"https:\/\/geo-webonline.com\/en\/aguas-subterraneas\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Groundwater<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-388\"><a href=\"https:\/\/geo-webonline.com\/en\/topicos-especiales\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Special Topics<\/a><\/li>\n<\/ul>\n<\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1166\"><a href=\"https:\/\/geo-webonline.com\/en\/e-learning\/\" class=\"elementor-item\" tabindex=\"-1\">E-learning<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-2318\"><a href=\"https:\/\/geo-webonline.com\/en\/servicios-de-consultoria\/\" class=\"elementor-item\" tabindex=\"-1\">Servicios de consultor\u00eda<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-3224\"><a href=\"https:\/\/geo-webonline.com\/en\/proyecto-geotecnico\/\" class=\"elementor-item\" tabindex=\"-1\">Proyectos geot\u00e9cnicos<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1168\"><a href=\"https:\/\/geo-webonline.com\/en\/contacto\/\" class=\"elementor-item\" tabindex=\"-1\">Contact<\/a><\/li>\n<\/ul>\t\t\t<\/nav>\n\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<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-6c55aac elementor-section-full_width elementor-section-height-min-height elementor-hidden-desktop elementor-section-height-default elementor-section-items-middle\" data-id=\"6c55aac\" data-element_type=\"section\" data-settings=\"{&quot;background_background&quot;:&quot;gradient&quot;}\">\n\t\t\t\t\t\t\t<div class=\"elementor-background-overlay\"><\/div>\n\t\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-fc9cb10\" data-id=\"fc9cb10\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-f78fccc elementor-widget__width-initial elementor-absolute elementor-widget-mobile__width-initial elementor-hidden-desktop elementor-widget elementor-widget-image\" data-id=\"f78fccc\" data-element_type=\"widget\" data-settings=\"{&quot;_position&quot;:&quot;absolute&quot;}\" 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 fetchpriority=\"high\" decoding=\"async\" width=\"582\" height=\"277\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png\" class=\"attachment-large size-large wp-image-3338\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png 582w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro-300x143.png 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro-18x9.png 18w\" sizes=\"(max-width: 582px) 100vw, 582px\" \/>\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-eeb9efc\" data-id=\"eeb9efc\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap\">\n\t\t\t\t\t\t\t<\/div>\n\t\t<\/div>\n\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-9eac2d6 elementor-hidden-desktop elementor-hidden-tablet elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"9eac2d6\" 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-458c8df\" data-id=\"458c8df\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-d89cec0 elementor-nav-menu__align-center elementor-nav-menu--dropdown-tablet elementor-nav-menu__text-align-aside elementor-nav-menu--toggle elementor-nav-menu--burger elementor-widget elementor-widget-nav-menu\" data-id=\"d89cec0\" data-element_type=\"widget\" data-settings=\"{&quot;layout&quot;:&quot;horizontal&quot;,&quot;submenu_icon&quot;:{&quot;value&quot;:&quot;&lt;i class=\\&quot;fas fa-caret-down\\&quot; aria-hidden=\\&quot;true\\&quot;&gt;&lt;\\\/i&gt;&quot;,&quot;library&quot;:&quot;fa-solid&quot;},&quot;toggle&quot;:&quot;burger&quot;}\" data-widget_type=\"nav-menu.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t<nav aria-label=\"Menu\" class=\"elementor-nav-menu--main elementor-nav-menu__container elementor-nav-menu--layout-horizontal e--pointer-underline e--animation-fade\">\n\t\t\t\t<ul id=\"menu-1-d89cec0\" class=\"elementor-nav-menu\"><li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-home menu-item-1163\"><a href=\"https:\/\/geo-webonline.com\/en\/\" class=\"elementor-item\">Home<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1164\"><a href=\"https:\/\/geo-webonline.com\/en\/quien-soy\/\" class=\"elementor-item\">geo<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-has-children menu-item-1165\"><a href=\"https:\/\/geo-webonline.com\/en\/quieres-saber-mas\/\" class=\"elementor-item\">geo-info<\/a>\n<ul class=\"sub-menu elementor-nav-menu--dropdown\">\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1169\"><a href=\"https:\/\/geo-webonline.com\/en\/fundaciones-2\/\" class=\"elementor-sub-item\">Foundations<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-386\"><a href=\"https:\/\/geo-webonline.com\/en\/mecanica-de-suelos\/\" class=\"elementor-sub-item\">Soil Mechanics<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-387\"><a href=\"https:\/\/geo-webonline.com\/en\/muros\/\" class=\"elementor-sub-item\">Walls<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-383\"><a href=\"https:\/\/geo-webonline.com\/en\/estabilidad-de-talues\/\" class=\"elementor-sub-item\">Slope Stability<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-381\"><a href=\"https:\/\/geo-webonline.com\/en\/aguas-subterraneas\/\" class=\"elementor-sub-item\">Groundwater<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-388\"><a href=\"https:\/\/geo-webonline.com\/en\/topicos-especiales\/\" class=\"elementor-sub-item\">Special Topics<\/a><\/li>\n<\/ul>\n<\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1166\"><a href=\"https:\/\/geo-webonline.com\/en\/e-learning\/\" class=\"elementor-item\">E-learning<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-2318\"><a href=\"https:\/\/geo-webonline.com\/en\/servicios-de-consultoria\/\" class=\"elementor-item\">Servicios de consultor\u00eda<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-3224\"><a href=\"https:\/\/geo-webonline.com\/en\/proyecto-geotecnico\/\" class=\"elementor-item\">Proyectos geot\u00e9cnicos<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1168\"><a href=\"https:\/\/geo-webonline.com\/en\/contacto\/\" class=\"elementor-item\">Contact<\/a><\/li>\n<\/ul>\t\t\t<\/nav>\n\t\t\t\t\t<div class=\"elementor-menu-toggle\" role=\"button\" tabindex=\"0\" aria-label=\"Menu Toggle\" aria-expanded=\"false\">\n\t\t\t<i aria-hidden=\"true\" role=\"presentation\" class=\"elementor-menu-toggle__icon--open eicon-menu-bar\"><\/i><i aria-hidden=\"true\" role=\"presentation\" class=\"elementor-menu-toggle__icon--close eicon-close\"><\/i>\t\t<\/div>\n\t\t\t\t\t<nav class=\"elementor-nav-menu--dropdown elementor-nav-menu__container\" aria-hidden=\"true\">\n\t\t\t\t<ul id=\"menu-2-d89cec0\" class=\"elementor-nav-menu\"><li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-home menu-item-1163\"><a href=\"https:\/\/geo-webonline.com\/en\/\" class=\"elementor-item\" tabindex=\"-1\">Home<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1164\"><a href=\"https:\/\/geo-webonline.com\/en\/quien-soy\/\" class=\"elementor-item\" tabindex=\"-1\">geo<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-has-children menu-item-1165\"><a href=\"https:\/\/geo-webonline.com\/en\/quieres-saber-mas\/\" class=\"elementor-item\" tabindex=\"-1\">geo-info<\/a>\n<ul class=\"sub-menu elementor-nav-menu--dropdown\">\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1169\"><a href=\"https:\/\/geo-webonline.com\/en\/fundaciones-2\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Foundations<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-386\"><a href=\"https:\/\/geo-webonline.com\/en\/mecanica-de-suelos\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Soil Mechanics<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-387\"><a href=\"https:\/\/geo-webonline.com\/en\/muros\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Walls<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-383\"><a href=\"https:\/\/geo-webonline.com\/en\/estabilidad-de-talues\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Slope Stability<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-381\"><a href=\"https:\/\/geo-webonline.com\/en\/aguas-subterraneas\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Groundwater<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-388\"><a href=\"https:\/\/geo-webonline.com\/en\/topicos-especiales\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Special Topics<\/a><\/li>\n<\/ul>\n<\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1166\"><a href=\"https:\/\/geo-webonline.com\/en\/e-learning\/\" class=\"elementor-item\" tabindex=\"-1\">E-learning<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-2318\"><a href=\"https:\/\/geo-webonline.com\/en\/servicios-de-consultoria\/\" class=\"elementor-item\" tabindex=\"-1\">Servicios de consultor\u00eda<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-3224\"><a href=\"https:\/\/geo-webonline.com\/en\/proyecto-geotecnico\/\" class=\"elementor-item\" tabindex=\"-1\">Proyectos geot\u00e9cnicos<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1168\"><a href=\"https:\/\/geo-webonline.com\/en\/contacto\/\" class=\"elementor-item\" tabindex=\"-1\">Contact<\/a><\/li>\n<\/ul>\t\t\t<\/nav>\n\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<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-f547a7e elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"f547a7e\" 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-53d4ec7\" data-id=\"53d4ec7\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-5f54d5f elementor-widget elementor-widget-heading\" data-id=\"5f54d5f\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">The concept of failure in slope stability analysis<\/h2>\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<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-2a74def elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"2a74def\" 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-cd2b163\" data-id=\"cd2b163\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-2b774b9 elementor-widget elementor-widget-text-editor\" data-id=\"2b774b9\" 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\t\t<p><em>The concept of failure in slope stability analysis involves a great variety of elements of a fundamentally subjective nature, associated to the analysis of the different causes that originated the failure. But, then, what is understood by \"failure\" of a slope? When is it considered to occur? Read on to find the answers to these questions.<\/em><\/p>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-27fbd40 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"27fbd40\" 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-22b6230\" data-id=\"22b6230\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-bc8a057 elementor-toc--minimized-on-tablet elementor-widget elementor-widget-table-of-contents\" data-id=\"bc8a057\" data-element_type=\"widget\" data-settings=\"{&quot;headings_by_tags&quot;:[&quot;h3&quot;],&quot;exclude_headings_by_selector&quot;:[],&quot;no_headings_message&quot;:&quot;No headings were found on this page.&quot;,&quot;marker_view&quot;:&quot;numbers&quot;,&quot;minimize_box&quot;:&quot;yes&quot;,&quot;minimized_on&quot;:&quot;tablet&quot;,&quot;hierarchical_view&quot;:&quot;yes&quot;,&quot;min_height&quot;:{&quot;unit&quot;:&quot;px&quot;,&quot;size&quot;:&quot;&quot;,&quot;sizes&quot;:[]},&quot;min_height_tablet&quot;:{&quot;unit&quot;:&quot;px&quot;,&quot;size&quot;:&quot;&quot;,&quot;sizes&quot;:[]},&quot;min_height_mobile&quot;:{&quot;unit&quot;:&quot;px&quot;,&quot;size&quot;:&quot;&quot;,&quot;sizes&quot;:[]}}\" data-widget_type=\"table-of-contents.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<div class=\"elementor-toc__header\">\n\t\t\t\t\t\t<h4 class=\"elementor-toc__header-title\">\n\t\t\t\tContent\t\t\t<\/h4>\n\t\t\t\t\t\t\t\t\t\t<div class=\"elementor-toc__toggle-button elementor-toc__toggle-button--expand\" role=\"button\" tabindex=\"0\" aria-controls=\"elementor-toc__bc8a057\" aria-expanded=\"true\" aria-label=\"Open table of contents\"><i aria-hidden=\"true\" class=\"fas fa-chevron-down\"><\/i><\/div>\n\t\t\t\t<div class=\"elementor-toc__toggle-button elementor-toc__toggle-button--collapse\" role=\"button\" tabindex=\"0\" aria-controls=\"elementor-toc__bc8a057\" aria-expanded=\"true\" aria-label=\"Close table of contents\"><i aria-hidden=\"true\" class=\"fas fa-chevron-up\"><\/i><\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<div id=\"elementor-toc__bc8a057\" class=\"elementor-toc__body\">\n\t\t\t<div class=\"elementor-toc__spinner-container\">\n\t\t\t\t<i class=\"elementor-toc__spinner eicon-animation-spin eicon-loading\" aria-hidden=\"true\"><\/i>\t\t\t<\/div>\n\t\t<\/div>\n\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<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-6369c44 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"6369c44\" 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-4a1355f\" data-id=\"4a1355f\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-d258c5f elementor-widget elementor-widget-heading\" data-id=\"d258c5f\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h3 class=\"elementor-heading-title elementor-size-default\">Slope failures or landslides<\/h3>\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<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-cb2cb69 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"cb2cb69\" 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-dbf2a19\" data-id=\"dbf2a19\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-780d8ed elementor-widget elementor-widget-text-editor\" data-id=\"780d8ed\" 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\t\t<p>The concept of slope failure is an aspect that usually generates confusion, mainly because of the extraordinary complexity and multiplicity of what has come to be called \"slope failure\".<\/p><p>\u00a0<\/p><p>Needless to say, there is no consensus on what should be understood as a failure. The vast majority of failures are defined in terms of landslides or collapses of all kinds, which leave no doubt about the fact that something has occurred that calls into question the structural function of the slope; or in terms of excessive movements, incompatible with the functionality of the slope (Rico and Del Castillo, 1974).<\/p><p>\u00a0<\/p><p>It is common among Geotechnical Engineers to associate the term \"failure\" with a factor of safety (FS) value equal to 1. In fact, as Huang (1983) points out, the purpose of any slope stability analysis is to determine the factor of safety of a potential failure surface, defined as the ratio of the resisting force to the mobilizing force, both acting on that surface. When the mobilizing force due to the weight of the slope is equal to the resistance of the soil, FS \u2248 1 occurs, and failure is imminent (see Figure 1).<\/p><p>\u00a0<\/p><p>However, the phenomenon of slope failure is something very complex (much more so than determining when FS = 1); mainly because there is a great variety of elements of a fundamentally subjective nature involved in the analysis of a failure, particularly associated with the causes that originated it.<\/p>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-ad08f01 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ad08f01\" 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-c99f4c3\" data-id=\"c99f4c3\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-575f666 elementor-widget elementor-widget-image\" data-id=\"575f666\" 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 decoding=\"async\" width=\"800\" height=\"662\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-1-1-1024x847.jpg\" class=\"attachment-large size-large wp-image-1129\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-1-1-1024x847.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-1-1-300x248.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-1-1-768x635.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-1-1.jpg 1197w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-87d7d63 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"87d7d63\" 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-958bf3f\" data-id=\"958bf3f\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-189b801 elementor-widget elementor-widget-text-editor\" data-id=\"189b801\" 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\t\t<p class=\"translation-block\">Figure 1 Failure concept: FS \u2248 1 (Source: modified from Wade, 2015. Available at https:\/\/slideplayer.com\/slide\/4261935\/).<\/p>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-32ffd89 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"32ffd89\" 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-98b72df\" data-id=\"98b72df\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-30e4bb3 elementor-widget elementor-widget-text-editor\" data-id=\"30e4bb3\" 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\t\t<p>Therefore, even accepting that the failure of a slope occurs when FS \u2248 1, and also affects the functionality of the slope, the important thing to analyze a slope is to elucidate, as far as possible, the multiple modes in which it can lose its functionality or even collapse, considering each mode as a different problem in genesis, approach and solution.<\/p>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-890df70 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"890df70\" 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-616e806\" data-id=\"616e806\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-eec7460 elementor-widget elementor-widget-heading\" data-id=\"eec7460\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h3 class=\"elementor-heading-title elementor-size-default\">Factors causing stability failure<\/h3>\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<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-30e3647 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"30e3647\" 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-3b7aed6\" data-id=\"3b7aed6\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-8e67430 elementor-widget elementor-widget-text-editor\" data-id=\"8e67430\" 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\t\t<p>Slope failures are frequently generated by processes that either increase the shear stresses acting on the potential failure surface, or significantly affect the shear strength of the soil or rock mass. Figure 2 summarizes these processes.<\/p>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-e71c88a elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"e71c88a\" 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-d644977\" data-id=\"d644977\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-84ca116 elementor-widget elementor-widget-image\" data-id=\"84ca116\" 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 decoding=\"async\" width=\"800\" height=\"508\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/08\/1-6.jpg\" class=\"attachment-large size-large wp-image-1130\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/08\/1-6.jpg 1274w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/08\/1-6-300x229.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/08\/1-6-1024x783.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/08\/1-6-768x587.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/08\/1-6-16x12.jpg 16w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-39c8a35 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"39c8a35\" 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-444841a\" data-id=\"444841a\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-5c6f504 elementor-widget elementor-widget-text-editor\" data-id=\"5c6f504\" 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\t\t<p class=\"translation-block\">Figure 2 Factors which contribute to failures and landslides.<\/p>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-9412e47 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"9412e47\" 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-e36ca73\" data-id=\"e36ca73\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-303ec88 elementor-widget elementor-widget-text-editor\" data-id=\"303ec88\" 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\t\t<p>Without going into detail about the factors shown in Figure 2, it is evident that some of them are associated with natural forces, and others are related to anthropogenic intervention. In any case, they are destabilizing agents that should be identified and\/or evaluated at the time of performing a slope stability analysis.<\/p>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-43aa25a elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"43aa25a\" 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-9e2e0a5\" data-id=\"9e2e0a5\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-3584ddd elementor-widget elementor-widget-heading\" data-id=\"3584ddd\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h3 class=\"elementor-heading-title elementor-size-default\">Failure velocity in slopes and hillsides<\/h3>\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<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-6484a2c elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"6484a2c\" 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-8996208\" data-id=\"8996208\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-45185d5 elementor-widget elementor-widget-text-editor\" data-id=\"45185d5\" 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\t\t<p>Slope and hillside failures occur at different velocities, depending on the characteristics of the fault. Cruden &amp; Varnes (1996) performed an extensive analysis of numerous cases in which landslides occurred, and presented a classification of landslides based on the velocity at which they occur.<\/p><p>\u00a0<\/p><p>As a complement to this information, they also presented a general classification based on displacement kinematics. Figure 3 includes information on what was published by the aforementioned authors.<\/p>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-b3438cf elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"b3438cf\" 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-db298e5\" data-id=\"db298e5\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-c8241d4 elementor-widget elementor-widget-image\" data-id=\"c8241d4\" 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=\"800\" height=\"415\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-3-1024x531.jpg\" class=\"attachment-large size-large wp-image-1131\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-3-1024x531.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-3-300x156.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-3-768x398.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-3.jpg 1209w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-a44aa98 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"a44aa98\" 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-2b40fe3\" data-id=\"2b40fe3\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-0b9ac10 elementor-widget elementor-widget-text-editor\" data-id=\"0b9ac10\" 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\t\t<p class=\"translation-block\">Figure 3 Classification of slides as function of rate of movements and their kinematics.<\/p><p>\u00a0<\/p>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-5fcbee9 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"5fcbee9\" 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-764c8ca\" data-id=\"764c8ca\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-33b2023 elementor-widget elementor-widget-text-editor\" data-id=\"33b2023\" 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\t\t<p>According to the information shown in Figure 3, there are extremely high velocities (indicative of brittle faults, speaking a language associated with materials), and practically zero velocities (typical, for example, of natural slopes).<\/p><p>\u00a0<\/p><p>Regarding the kinematics of the movements, usually the first two displacement modes are associated with rock slopes, while the last three are associated with soil slopes.<\/p>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-33619dd elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"33619dd\" 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-fd43ea4\" data-id=\"fd43ea4\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-0a9cad8 elementor-widget elementor-widget-heading\" data-id=\"0a9cad8\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h3 class=\"elementor-heading-title elementor-size-default\">Mechanisms of slope and hillside failures<\/h3>\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<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-b0796e0 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"b0796e0\" 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-18318a8\" data-id=\"18318a8\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-3ef57d2 elementor-widget elementor-widget-text-editor\" data-id=\"3ef57d2\" 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\t\t<p>Figure 4 presents diagrams illustrating the different types of kinematic mechanisms highlighted by Cruden &amp; Varnes (1996), in both rock and soils. Let us look at some general characteristics of each of these mechanisms.<\/p><p>\u00a0<\/p><p class=\"translation-block\">Let's start with slumps. Landslides consist of the detachment and subsequent fall of materials from the slope, consisting of masses of any size from a steeply sloping slope, in which no significant displacements are visible. Landslides can include anything from soil particles to rock blocks of several cubic meters, and occur at extremely rapid velocities, generally without previous evidence of movement.<\/p>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-81ddfb4 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"81ddfb4\" 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-0af0816\" data-id=\"0af0816\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-ec6dc4c elementor-widget elementor-widget-image\" data-id=\"ec6dc4c\" 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=\"800\" height=\"432\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-4-1024x553.jpg\" class=\"attachment-large size-large wp-image-1135\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-4-1024x553.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-4-300x162.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-4-768x415.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-4.jpg 1209w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-233dcf2 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"233dcf2\" 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-0920e58\" data-id=\"0920e58\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-a6c08d1 elementor-widget elementor-widget-text-editor\" data-id=\"a6c08d1\" 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\t\t<p class=\"translation-block\">Figure 4 Kinematics mechanisms for soils and rocks. In the figure: ca\u00eddos = slumps; deslizamiento = sliding; volcamiento = overturning; flujo = flow (Source: modified from Su\u00e1rez D\u00edaz, 1998 \u2013 available at https:\/\/www.academia.edu\/8925280).<\/p>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-bf9f7d8 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"bf9f7d8\" 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-c898e54\" data-id=\"c898e54\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-a8fd1db elementor-widget elementor-widget-text-editor\" data-id=\"a8fd1db\" 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\t\t<p class=\"translation-block\">Overturning consists of a forward rotation of one or more units of material, whose center of rotation is below the unit's center of gravity. This type of movement can range from very small masses to large volumes of several million cubic meters.<\/p><p>\u00a0<\/p><p class=\"translation-block\">The sliding mechanism of a mass consists of a shear displacement along one or more surfaces, in which the movement is usually progressive (i.e. it is generated in a process that starts at one point and spreads out). Mass displacements can, in turn, be divided into rotational, translational or planar slides, as well as into slides composed of rotation and translation. This differentiation is extremely important because it can define the analysis system and the type of stabilization to be used.<\/p><p>\u00a0<\/p><p class=\"translation-block\">On the other hand, creep is a fault that presents a more or less continuous, and usually slow, process of downslope surface sliding. Creep usually affects large areas, generally with a very low velocity of movement, on the order of a few centimeters per year.<\/p><p>\u00a0<\/p><p class=\"translation-block\">Finally, I would like to mention that in a flow, relative movements of soil particles and\/or small blocks occur within a mass moving or sliding over a surface. Normally the internal deformations are very large, and the flow of material is observed in a manner similar to a viscous liquid. The flow, in turn, may be laminar or turbulent, and may transport large blocks to the bottom.<\/p><p>\u00a0<\/p><p>In base of the previous information, we can have a clearer picture of what a slope failure implies, and of the different aspects that must be considered for its analysis.<\/p>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-ac5b3ac elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ac5b3ac\" 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-67f8c91\" data-id=\"67f8c91\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-02c2b19 elementor-widget elementor-widget-heading\" data-id=\"02c2b19\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h3 class=\"elementor-heading-title elementor-size-default\">References<\/h3>\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<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-21fd94c elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"21fd94c\" 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-9e00cb5\" data-id=\"9e00cb5\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-925ffc5 elementor-widget elementor-widget-text-editor\" data-id=\"925ffc5\" 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\t\t<ul><li>Cruden, D.M. &amp; Varnes, D.J. (1996) <strong>\u201cLandslide Types and Processes\u201d<\/strong>. In <em>Landslides \u2013 Investigation and Mitigation<\/em>. Transportation Research Board Special Report No. 247, National Academy Press, Washington DC, pp. 36-75.<\/li><li>Huang, Y. (1983) <strong>\u201cStability Analysis of Earth Slopes\u201d<\/strong>. Van Nostrand Reinhold Company. New York, USA.<\/li><li>Rico, A. y Del Castillo, H. (1974) <strong>\u201cLa Ingenier\u00eda de Suelos en las V\u00edas Terrestres<\/strong>\u201d. Editorial Limusa S.A. M\u00e9xido D.F., M\u00e9xico.<\/li><li>Su\u00e1rez D\u00edaz, J. (1998) <strong>\u201cDeslizamientos y Estabilidad de Taludes en Suelos Tropicales\u201d<\/strong>. Instituto de Investigaciones sobre Erosi\u00f3n y Deslizamientos. Bucaramanga, Colombia (disponible en <a href=\"https:\/\/www.academia.edu\/8925280\">https:\/\/www.academia.edu\/8925280<\/a>).<\/li><\/ul>\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\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-4049416 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"4049416\" 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-0ee6c14\" data-id=\"0ee6c14\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-26dda0d elementor-shape-circle elementor-grid-0 e-grid-align-center elementor-widget elementor-widget-social-icons\" data-id=\"26dda0d\" data-element_type=\"widget\" data-widget_type=\"social-icons.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-social-icons-wrapper elementor-grid\" role=\"list\">\n\t\t\t\t\t\t\t<span class=\"elementor-grid-item\" role=\"listitem\">\n\t\t\t\t\t<a class=\"elementor-icon elementor-social-icon elementor-social-icon-facebook elementor-repeater-item-7da78dc\" href=\"https:\/\/www.facebook.com\/Geo-Web-100977118794652\" target=\"_blank\">\n\t\t\t\t\t\t<span class=\"elementor-screen-only\">Facebook<\/span>\n\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fab fa-facebook\"><\/i>\t\t\t\t\t<\/a>\n\t\t\t\t<\/span>\n\t\t\t\t\t\t\t<span class=\"elementor-grid-item\" role=\"listitem\">\n\t\t\t\t\t<a class=\"elementor-icon elementor-social-icon elementor-social-icon-twitter elementor-repeater-item-fe85f2d\" href=\"https:\/\/twitter.com\/geowebonline\" target=\"_blank\">\n\t\t\t\t\t\t<span class=\"elementor-screen-only\">Twitter<\/span>\n\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fab fa-twitter\"><\/i>\t\t\t\t\t<\/a>\n\t\t\t\t<\/span>\n\t\t\t\t\t\t\t<span class=\"elementor-grid-item\" role=\"listitem\">\n\t\t\t\t\t<a class=\"elementor-icon elementor-social-icon elementor-social-icon-instagram elementor-repeater-item-a21533a\" href=\"https:\/\/www.instagram.com\/geowebonline\/\" target=\"_blank\">\n\t\t\t\t\t\t<span class=\"elementor-screen-only\">Instagram<\/span>\n\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fab fa-instagram\"><\/i>\t\t\t\t\t<\/a>\n\t\t\t\t<\/span>\n\t\t\t\t\t\t\t<span class=\"elementor-grid-item\" role=\"listitem\">\n\t\t\t\t\t<a class=\"elementor-icon elementor-social-icon elementor-social-icon-linkedin elementor-repeater-item-8544528\" href=\"https:\/\/www.linkedin.com\/in\/alvaro-boiero-37bb4348\/\" target=\"_blank\">\n\t\t\t\t\t\t<span class=\"elementor-screen-only\">Linkedin<\/span>\n\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fab fa-linkedin\"><\/i>\t\t\t\t\t<\/a>\n\t\t\t\t<\/span>\n\t\t\t\t\t<\/div>\n\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<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-4d0cc57 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"4d0cc57\" data-element_type=\"section\" data-settings=\"{&quot;background_background&quot;:&quot;gradient&quot;}\">\n\t\t\t\t\t\t\t<div class=\"elementor-background-overlay\"><\/div>\n\t\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-225cf3c\" data-id=\"225cf3c\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-1cc766e elementor-widget elementor-widget-heading\" data-id=\"1cc766e\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">2024 - geo Todos los derechos reservados \/ Desarrollo web: lubercba<\/h2>\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<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"<p>Facebook Twitter Instagram Linkedin El concepto de falla en an\u00e1lisis de estabilidad de taludes El concepto de falla en an\u00e1lisis de estabilidad de taludes, involucra una gran variedad de elementos de naturaleza fundamentalmente subjetiva, asociados al an\u00e1lisis de las diferentes causas que originaron la falla. Pero, \u00bfqu\u00e9 se entiende, entonces, por \u201cfalla\u201d de un talud? [&hellip;]<\/p>","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-1119","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v26.4 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>El concepto de falla en an\u00e1lisis de estabilidad de taludes -<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/geo-webonline.com\/en\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"El concepto de falla en an\u00e1lisis de estabilidad de taludes -\" \/>\n<meta property=\"og:description\" content=\"Facebook Twitter Instagram Linkedin El concepto de falla en an\u00e1lisis de estabilidad de taludes El concepto de falla en an\u00e1lisis de estabilidad de taludes, involucra una gran variedad de elementos de naturaleza fundamentalmente subjetiva, asociados al an\u00e1lisis de las diferentes causas que originaron la falla. Pero, \u00bfqu\u00e9 se entiende, entonces, por \u201cfalla\u201d de un talud? [&hellip;]\" \/>\n<meta property=\"og:url\" content=\"https:\/\/geo-webonline.com\/en\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/\" \/>\n<meta property=\"article:modified_time\" content=\"2025-04-07T01:10:19+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png\" \/>\n\t<meta property=\"og:image:width\" content=\"582\" \/>\n\t<meta property=\"og:image:height\" content=\"277\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/png\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data1\" content=\"8 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\/\/geo-webonline.com\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/\",\"url\":\"https:\/\/geo-webonline.com\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/\",\"name\":\"El concepto de falla en an\u00e1lisis de estabilidad de taludes -\",\"isPartOf\":{\"@id\":\"https:\/\/geo-webonline.com\/#website\"},\"primaryImageOfPage\":{\"@id\":\"https:\/\/geo-webonline.com\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/#primaryimage\"},\"image\":{\"@id\":\"https:\/\/geo-webonline.com\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/#primaryimage\"},\"thumbnailUrl\":\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png\",\"datePublished\":\"2021-06-13T12:55:22+00:00\",\"dateModified\":\"2025-04-07T01:10:19+00:00\",\"breadcrumb\":{\"@id\":\"https:\/\/geo-webonline.com\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/#breadcrumb\"},\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\/\/geo-webonline.com\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/\"]}]},{\"@type\":\"ImageObject\",\"inLanguage\":\"en-US\",\"@id\":\"https:\/\/geo-webonline.com\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/#primaryimage\",\"url\":\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png\",\"contentUrl\":\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png\"},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\/\/geo-webonline.com\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Portada\",\"item\":\"https:\/\/geo-webonline.com\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"El concepto de falla en an\u00e1lisis de estabilidad de taludes\"}]},{\"@type\":\"WebSite\",\"@id\":\"https:\/\/geo-webonline.com\/#website\",\"url\":\"https:\/\/geo-webonline.com\/\",\"name\":\"\",\"description\":\"El Blog de Alvaro Boiero\",\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\/\/geo-webonline.com\/?s={search_term_string}\"},\"query-input\":{\"@type\":\"PropertyValueSpecification\",\"valueRequired\":true,\"valueName\":\"search_term_string\"}}],\"inLanguage\":\"en-US\"}]}<\/script>\n<!-- \/ Yoast SEO plugin. -->","yoast_head_json":{"title":"El concepto de falla en an\u00e1lisis de estabilidad de taludes -","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:\/\/geo-webonline.com\/en\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/","og_locale":"en_US","og_type":"article","og_title":"El concepto de falla en an\u00e1lisis de estabilidad de taludes -","og_description":"Facebook Twitter Instagram Linkedin El concepto de falla en an\u00e1lisis de estabilidad de taludes El concepto de falla en an\u00e1lisis de estabilidad de taludes, involucra una gran variedad de elementos de naturaleza fundamentalmente subjetiva, asociados al an\u00e1lisis de las diferentes causas que originaron la falla. Pero, \u00bfqu\u00e9 se entiende, entonces, por \u201cfalla\u201d de un talud? [&hellip;]","og_url":"https:\/\/geo-webonline.com\/en\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/","article_modified_time":"2025-04-07T01:10:19+00:00","og_image":[{"width":582,"height":277,"url":"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png","type":"image\/png"}],"twitter_card":"summary_large_image","twitter_misc":{"Est. reading time":"8 minutes"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/geo-webonline.com\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/","url":"https:\/\/geo-webonline.com\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/","name":"El concepto de falla en an\u00e1lisis de estabilidad de taludes -","isPartOf":{"@id":"https:\/\/geo-webonline.com\/#website"},"primaryImageOfPage":{"@id":"https:\/\/geo-webonline.com\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/#primaryimage"},"image":{"@id":"https:\/\/geo-webonline.com\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/#primaryimage"},"thumbnailUrl":"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png","datePublished":"2021-06-13T12:55:22+00:00","dateModified":"2025-04-07T01:10:19+00:00","breadcrumb":{"@id":"https:\/\/geo-webonline.com\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["https:\/\/geo-webonline.com\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/"]}]},{"@type":"ImageObject","inLanguage":"en-US","@id":"https:\/\/geo-webonline.com\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/#primaryimage","url":"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png","contentUrl":"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png"},{"@type":"BreadcrumbList","@id":"https:\/\/geo-webonline.com\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Portada","item":"https:\/\/geo-webonline.com\/"},{"@type":"ListItem","position":2,"name":"El concepto de falla en an\u00e1lisis de estabilidad de taludes"}]},{"@type":"WebSite","@id":"https:\/\/geo-webonline.com\/#website","url":"https:\/\/geo-webonline.com\/","name":"","description":"El Blog de Alvaro Boiero","potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/geo-webonline.com\/?s={search_term_string}"},"query-input":{"@type":"PropertyValueSpecification","valueRequired":true,"valueName":"search_term_string"}}],"inLanguage":"en-US"}]}},"_links":{"self":[{"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/pages\/1119","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/comments?post=1119"}],"version-history":[{"count":31,"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/pages\/1119\/revisions"}],"predecessor-version":[{"id":4106,"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/pages\/1119\/revisions\/4106"}],"wp:attachment":[{"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/media?parent=1119"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}