{"id":3122,"date":"2023-11-19T11:44:21","date_gmt":"2023-11-19T11:44:21","guid":{"rendered":"https:\/\/geo-webonline.com\/?page_id=3122"},"modified":"2024-09-28T11:13:52","modified_gmt":"2024-09-28T11:13:52","slug":"cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes","status":"publish","type":"page","link":"https:\/\/geo-webonline.com\/en\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\/","title":{"rendered":"What is the effect of tensile cracks in slope stability analysis?"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"3122\" class=\"elementor elementor-3122\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-c869861 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"c869861\" data-element_type=\"section\" data-e-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-2317569\" data-id=\"2317569\" data-element_type=\"column\" data-e-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-f4173c3 elementor-shape-circle elementor-grid-0 e-grid-align-center elementor-widget elementor-widget-social-icons\" data-id=\"f4173c3\" data-element_type=\"widget\" data-e-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-f8d412b elementor-section-full_width elementor-hidden-tablet elementor-hidden-mobile elementor-section-height-default elementor-section-height-default\" data-id=\"f8d412b\" data-element_type=\"section\" data-e-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-b52ab66\" data-id=\"b52ab66\" data-element_type=\"column\" data-e-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-638df85 elementor-widget__width-initial elementor-absolute elementor-widget elementor-widget-image\" data-id=\"638df85\" data-element_type=\"widget\" data-e-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-4916493\" data-id=\"4916493\" data-element_type=\"column\" data-e-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-2b7fb40 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=\"2b7fb40\" data-element_type=\"widget\" data-e-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-1-2b7fb40\" 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\">Inicio<\/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\">Fundaciones<\/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\">Mec\u00e1nica de Suelos<\/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\">Muros<\/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\">Estabilidad de Taludes<\/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\">Aguas Subterraneas<\/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\">T\u00f3picos Especiales<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-4247\"><a href=\"https:\/\/geo-webonline.com\/en\/terremoto-en-venezuela\/\" class=\"elementor-sub-item\">Terremoto en Venezuela<\/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\">Contacto<\/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-2-2b7fb40\" 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\">Inicio<\/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\">Fundaciones<\/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\">Mec\u00e1nica de Suelos<\/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\">Muros<\/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\">Estabilidad de Taludes<\/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\">Aguas Subterraneas<\/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\">T\u00f3picos Especiales<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-4247\"><a href=\"https:\/\/geo-webonline.com\/en\/terremoto-en-venezuela\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Terremoto en Venezuela<\/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\">Contacto<\/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-a70f29e elementor-section-full_width elementor-section-height-min-height elementor-hidden-desktop elementor-section-height-default elementor-section-items-middle\" data-id=\"a70f29e\" data-element_type=\"section\" data-e-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-6280d7e\" data-id=\"6280d7e\" data-element_type=\"column\" data-e-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-80ad1c8 elementor-widget__width-initial elementor-absolute elementor-widget-mobile__width-initial elementor-hidden-desktop elementor-widget elementor-widget-image\" data-id=\"80ad1c8\" data-element_type=\"widget\" data-e-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-04881bc\" data-id=\"04881bc\" data-element_type=\"column\" data-e-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-1f0cf1f elementor-hidden-desktop elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"1f0cf1f\" data-element_type=\"section\" data-e-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-7ff98f3\" data-id=\"7ff98f3\" data-element_type=\"column\" data-e-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-b884a7b 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=\"b884a7b\" data-element_type=\"widget\" data-e-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-b884a7b\" 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\">Inicio<\/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\">Fundaciones<\/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\">Mec\u00e1nica de Suelos<\/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\">Muros<\/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\">Estabilidad de Taludes<\/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\">Aguas Subterraneas<\/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\">T\u00f3picos Especiales<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-4247\"><a href=\"https:\/\/geo-webonline.com\/en\/terremoto-en-venezuela\/\" class=\"elementor-sub-item\">Terremoto en Venezuela<\/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\">Contacto<\/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-b884a7b\" 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\">Inicio<\/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\">Fundaciones<\/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\">Mec\u00e1nica de Suelos<\/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\">Muros<\/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\">Estabilidad de Taludes<\/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\">Aguas Subterraneas<\/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\">T\u00f3picos Especiales<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-4247\"><a href=\"https:\/\/geo-webonline.com\/en\/terremoto-en-venezuela\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Terremoto en Venezuela<\/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\">Contacto<\/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-b2b7fcf elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"b2b7fcf\" data-element_type=\"section\" data-e-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-834f0ef\" data-id=\"834f0ef\" data-element_type=\"column\" data-e-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-67dd7aa elementor-widget elementor-widget-heading\" data-id=\"67dd7aa\" data-element_type=\"widget\" data-e-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\">\u00bfCu\u00e1l es el efecto de las grietas de tracci\u00f3n en an\u00e1lisis de estabilidad de taludes?<\/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-7101313 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"7101313\" data-element_type=\"section\" data-e-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-e9160f9\" data-id=\"e9160f9\" data-element_type=\"column\" data-e-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-d335ea9 elementor-widget elementor-widget-text-editor\" data-id=\"d335ea9\" data-element_type=\"widget\" data-e-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>En estabilidad de taludes, un factor importante a considerar es la presencia de grietas de tracci\u00f3n, ya que t\u00edpicamente constituyen la evidencia de un deslizamiento en proceso. Estas grietas son cuasi-verticales en la mayor\u00eda de los casos, y se originan por la separaci\u00f3n entre los granos de suelo o roca debido a una fuerza de tracci\u00f3n, producto del movimiento de la masa de terreno \u00bfQuieres aprender algo m\u00e1s sobre el efecto de las grietas de tracci\u00f3n sobre la estabilidad de un talud? Contin\u00faa leyendo este post\u2026<\/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-4d4559c elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"4d4559c\" data-element_type=\"section\" data-e-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-0b5b8c5\" data-id=\"0b5b8c5\" data-element_type=\"column\" data-e-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-4937a42 elementor-toc--minimized-on-tablet elementor-widget elementor-widget-table-of-contents\" data-id=\"4937a42\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;headings_by_tags&quot;:[&quot;h3&quot;],&quot;exclude_headings_by_selector&quot;:[],&quot;marker_view&quot;:&quot;numbers&quot;,&quot;no_headings_message&quot;:&quot;No headings were found on this page.&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\tTable of Contents\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__4937a42\" 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__4937a42\" 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__4937a42\" 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-84c78d7 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"84c78d7\" data-element_type=\"section\" data-e-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-57f7bb1\" data-id=\"57f7bb1\" data-element_type=\"column\" data-e-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-095121b elementor-widget elementor-widget-heading\" data-id=\"095121b\" data-element_type=\"widget\" data-e-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\">Grietas de tracci\u00f3n en taludes de suelo<\/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-48b3bca elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"48b3bca\" data-element_type=\"section\" data-e-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-bfab2a0\" data-id=\"bfab2a0\" data-element_type=\"column\" data-e-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-58bcd55 elementor-widget elementor-widget-text-editor\" data-id=\"58bcd55\" data-element_type=\"widget\" data-e-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>Las grietas de tracci\u00f3n evidencian la existencia de un deslizamiento en proceso, dado que se originan por la p\u00e9rdida de cohesi\u00f3n o uni\u00f3n de la estructura del suelo debido a una fuerza de tensi\u00f3n, asociada a un movimiento ocurrido en la masa de terreno.<\/p><p>\u00a0<\/p><p>Para comprender el efecto de estas grietas, vamos a revisar la Figura 1, publicada por Terzaghi (1956), que ilustra el tema lo suficientemente bien. Seg\u00fan Terzaghi, el efecto de la presencia de grietas de tracci\u00f3n en un talud se puede resumir en tres aspectos fundamentales (ver Figura 1):<\/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-a380381 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"a380381\" data-element_type=\"section\" data-e-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-dba68c7\" data-id=\"dba68c7\" data-element_type=\"column\" data-e-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-3d42d39 elementor-widget elementor-widget-image\" data-id=\"3d42d39\" data-element_type=\"widget\" data-e-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=\"453\" height=\"261\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/11\/Imagen1.jpg\" class=\"attachment-large size-large wp-image-3124\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/11\/Imagen1.jpg 453w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/11\/Imagen1-300x173.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/11\/Imagen1-18x10.jpg 18w\" sizes=\"(max-width: 453px) 100vw, 453px\" \/>\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-1640a6e elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"1640a6e\" data-element_type=\"section\" data-e-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-91ccec0\" data-id=\"91ccec0\" data-element_type=\"column\" data-e-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-fb49f4f elementor-widget elementor-widget-text-editor\" data-id=\"fb49f4f\" data-element_type=\"widget\" data-e-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><strong>Figura 1<\/strong> Influencia de grietas de tracci\u00f3n en la estabilidad de un talud (<em>Fuente<\/em>: Terzaghi, 1956).<\/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-1f41f74 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"1f41f74\" data-element_type=\"section\" data-e-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-faf8572\" data-id=\"faf8572\" data-element_type=\"column\" data-e-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-bf146cb elementor-widget elementor-widget-text-editor\" data-id=\"bf146cb\" data-element_type=\"widget\" data-e-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<ol><li>Las grietas de tracci\u00f3n eliminan la resistencia debida a la cohesi\u00f3n aportada por el arco <em>e-e\u00b4<\/em>. Debido a ello, las grietas reducen la resistencia al corte total por unidad de longitud del talud.<\/li><li>Las grietas de tensi\u00f3n reducen el momento motor producido por el elemento <em>efe<sub>1<\/sub><\/em> de peso <em>\u0394W<\/em>, lo cual constituye un efecto positivo sobre la estabilidad.<\/li><\/ol><p>\u00a0<\/p><ol start=\"3\"><li>En caso de precipitaciones, se genera una presi\u00f3n hidrost\u00e1tica ejercida por la superficie de agua dentro de las grietas, la cual favorece la inestabilidad del talud.<\/li><\/ol><p>\u00a0<\/p><p>Por otro lado, dependiendo de las caracter\u00edsticas de los materiales presentes en el talud, puede generarse un efecto de ablandamiento del suelo debido al ingreso de agua al cuerpo del talud por medio de las grietas. Este efecto de ablandamiento es, b\u00e1sicamente, una reducci\u00f3n de la resistencia debido al incremento del contenido de humedad (Barnes, 2010). En la Figura 2a se ilustra este efecto para el caso de arcillas de diferente plasticidad, y en la Figura 2b se muestra el mismo efecto, pero para el caso de arcillas con diferentes contenidos de arena o grava.<\/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-05d17d0 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"05d17d0\" data-element_type=\"section\" data-e-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-b4740cc\" data-id=\"b4740cc\" data-element_type=\"column\" data-e-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-24fab6c elementor-widget elementor-widget-image\" data-id=\"24fab6c\" data-element_type=\"widget\" data-e-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=\"435\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/11\/Imagen2-1024x557.jpg\" class=\"attachment-large size-large wp-image-3125\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/11\/Imagen2-1024x557.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/11\/Imagen2-300x163.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/11\/Imagen2-768x418.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/11\/Imagen2-18x10.jpg 18w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/11\/Imagen2.jpg 1473w\" 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-d4c700e elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"d4c700e\" data-element_type=\"section\" data-e-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-894cff7\" data-id=\"894cff7\" data-element_type=\"column\" data-e-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-895d8da elementor-widget elementor-widget-text-editor\" data-id=\"895d8da\" data-element_type=\"widget\" data-e-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><strong>Figura 2<\/strong> Efecto de ablandamiento del terreno por efecto del agua (<em>Fuente<\/em>: modificado de Barnes, 2010)<\/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-fa8df9c elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"fa8df9c\" data-element_type=\"section\" data-e-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-4b3752c\" data-id=\"4b3752c\" data-element_type=\"column\" data-e-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-d0f9e8c elementor-widget elementor-widget-text-editor\" data-id=\"d0f9e8c\" data-element_type=\"widget\" data-e-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>Como se desprende de la figura anterior, para un incremento del contenido de humedad de s\u00f3lo 1%, el cambio en la resistencia al corte es mucho mayor para arcillas de baja plasticidad y para arcillas con altos contenidos de grava. Es decir, que estos suelos son m\u00e1s sensibles al humedecimiento y m\u00e1s propensos a ablandarse debido al agua que pueda penetrar en la masa de suelo a trav\u00e9s de las grietas de tracci\u00f3n.<\/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-13fa4d7 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"13fa4d7\" data-element_type=\"section\" data-e-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-c55dcfe\" data-id=\"c55dcfe\" data-element_type=\"column\" data-e-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-1053c38 elementor-widget elementor-widget-heading\" data-id=\"1053c38\" data-element_type=\"widget\" data-e-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\">Grietas de tracci\u00f3n en taludes rocosos<\/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-7619f7c elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"7619f7c\" data-element_type=\"section\" data-e-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-a2c0f9b\" data-id=\"a2c0f9b\" data-element_type=\"column\" data-e-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-ac9dbaf elementor-widget elementor-widget-text-editor\" data-id=\"ac9dbaf\" data-element_type=\"widget\" data-e-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>Para el caso de taludes rocosos, el peor efecto asociado a las grietas de tracci\u00f3n se produce cuando las mismas se llenan de agua. Bajo estas condiciones, se produce un empuje hidrost\u00e1tico, cuyo valor es del orden de 9,81 kPa (\u2248 0,1 kg\/cm<sup>2<\/sup>) por cada metro de altura de agua, que puede generar un efecto negativo significativo en el talud. Para comprender este efecto, consideremos el ejemplo de la Figura 3, tomado de Sancio (1995).<\/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-1cb1e3b elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"1cb1e3b\" data-element_type=\"section\" data-e-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-794468e\" data-id=\"794468e\" data-element_type=\"column\" data-e-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-4d63a91 elementor-widget elementor-widget-image\" data-id=\"4d63a91\" data-element_type=\"widget\" data-e-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=\"589\" height=\"199\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/11\/Imagen3.jpg\" class=\"attachment-large size-large wp-image-3126\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/11\/Imagen3.jpg 589w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/11\/Imagen3-300x101.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/11\/Imagen3-18x6.jpg 18w\" sizes=\"(max-width: 589px) 100vw, 589px\" \/>\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-a826a41 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"a826a41\" data-element_type=\"section\" data-e-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-2803aff\" data-id=\"2803aff\" data-element_type=\"column\" data-e-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-d9abcab elementor-widget elementor-widget-text-editor\" data-id=\"d9abcab\" data-element_type=\"widget\" data-e-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><strong>Figura 3 <\/strong>Efecto del empuje hidrost\u00e1tico en una masa rocosa (<em>Fuente<\/em>: modificado de Sancio, 1995)<\/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-b18147d elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"b18147d\" data-element_type=\"section\" data-e-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-6c3e26d\" data-id=\"6c3e26d\" data-element_type=\"column\" data-e-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-0f7d6f4 elementor-widget elementor-widget-text-editor\" data-id=\"0f7d6f4\" data-element_type=\"widget\" data-e-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>A fines ilustrativos, en este talud se asume que la superficie por la cual puede producirse el movimiento es horizontal. As\u00ed, para esta superficie potencial de falla, si no hay fuerzas externas actuando sobre la masa, el factor de seguridad <em>FS<\/em> ser\u00eda infinito.<\/p><p>\u00a0<\/p><p>Ahora bien, si una grieta de altura <em>h<\/em> se llena de agua, la misma ejerce un empuje horizontal igual a 1\/2<em>\u03b3<\/em><em><sub>\u03c9<\/sub><\/em><em>h<sup>2<\/sup><\/em> por metro de longitud de la grieta (siendo <em>\u03b3<\/em><em><sub>\u03c9<\/sub><\/em> = peso unitario del agua). Introduciendo esta nueva fuerza en las ecuaciones de equilibrio, el <em>FS<\/em> es ahora igual a la relaci\u00f3n entre el coeficiente de fricci\u00f3n (tan<em>\u03c6<\/em>) y la tangente de la pendiente (tan<em>\u03c8<\/em>). As\u00ed, si ambas son 30\u00b0, el factor de seguridad es igual a 1, es decir, se alcanza el punto de colapso.<\/p><p>\u00a0<\/p><p>Este ejemplo demuestra cu\u00e1n dr\u00e1sticamente puede cambiar la situaci\u00f3n en un talud cuando una grieta se llena de agua. Tambi\u00e9n permite comprender la causa de algunos derrumbes cuando se producen lluvias intensas, aunque en estos casos debe cumplirse que la grieta se llene de agua m\u00e1s r\u00e1pidamente de lo que la misma puede drenar. Un detalle importante es que la abertura de la grieta NO influye en el empuje hidrost\u00e1tico, por lo que podr\u00eda generarse un derrumbe s\u00f3lo con vaciar muy poca cantidad de agua en el sitio apropiado del talud.<\/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-d973734 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"d973734\" data-element_type=\"section\" data-e-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-340bf7f\" data-id=\"340bf7f\" data-element_type=\"column\" data-e-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-7dcda72 elementor-widget elementor-widget-heading\" data-id=\"7dcda72\" data-element_type=\"widget\" data-e-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\">Comentarios finales<\/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-3a860ad elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"3a860ad\" data-element_type=\"section\" data-e-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-051bd52\" data-id=\"051bd52\" data-element_type=\"column\" data-e-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-f03e519 elementor-widget elementor-widget-text-editor\" data-id=\"f03e519\" data-element_type=\"widget\" data-e-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>En base a lo revisado en los apartados anteriores, y a manera de conclusi\u00f3n, es imprescindible considerar la presencia de grietas de tracci\u00f3n en los an\u00e1lisis de estabilidad, tomando en cuenta lo siguiente:<\/p><p>\u00a0<\/p><ul><li>La profundidad de la grieta;<\/li><li>Que la misma est\u00e9 llena de agua;<\/li><li>El posible ablandamiento del terreno si el talud presenta m\u00e1s de 20% de part\u00edculas de arcilla (verificaci\u00f3n que se puede realizar a partir de un an\u00e1lisis de granulometr\u00eda por tamizado e hidr\u00f3metro, en varias muestras tomadas del talud);<\/li><li>Las caracter\u00edsticas de drenaje del talud, para revisar si la grieta se llena o drena m\u00e1s r\u00e1pidamente.<\/li><\/ul><p>Finalmente, cabe mencionar que la posici\u00f3n de las grietas de tracci\u00f3n constituye una gu\u00eda importante para establecer la ubicaci\u00f3n de la zona donde se generan las superficies de falla durante los an\u00e1lisis de estabilidad, de manera que dichas superficies potenciales de falla correspondan a lo que se observa en el talud en campo.<\/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-ebe92a0 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ebe92a0\" data-element_type=\"section\" data-e-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-18fddfd\" data-id=\"18fddfd\" data-element_type=\"column\" data-e-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-c34da26 elementor-widget elementor-widget-heading\" data-id=\"c34da26\" data-element_type=\"widget\" data-e-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\">Referencias<\/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-646a2a9 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"646a2a9\" data-element_type=\"section\" data-e-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-25319a4\" data-id=\"25319a4\" data-element_type=\"column\" data-e-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-2dde82d elementor-widget elementor-widget-text-editor\" data-id=\"2dde82d\" data-element_type=\"widget\" data-e-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>Barnes, G. (2010) <strong>\u201cSoil Mechanics: Principles and Practice\u201d<\/strong>. Third Edition. Palgrave \u2013 Macmillan. Hampshire, England.<\/li><li>Sancio, R. (1995) <strong>\u201cElementos de Hidrolog\u00eda e Hidrogeolog\u00eda\u201d<\/strong>. I Curso Panamericano de Movimientos de Masas. Barquisimeto, Venezuela.<\/li><li>Terzaghi, K. (1956) <strong>\u201cTheoretical Soil Mechanics\u201d<\/strong>. John Wiley &amp; Sons, Inc. New York. USA.<\/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-f2af8d6 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"f2af8d6\" data-element_type=\"section\" data-e-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-c56d328\" data-id=\"c56d328\" data-element_type=\"column\" data-e-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-668234a elementor-shape-circle elementor-grid-0 e-grid-align-center elementor-widget elementor-widget-social-icons\" data-id=\"668234a\" data-element_type=\"widget\" data-e-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-e048272 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"e048272\" data-element_type=\"section\" data-e-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-bf0ed11\" data-id=\"bf0ed11\" data-element_type=\"column\" data-e-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-bf399fc elementor-widget elementor-widget-heading\" data-id=\"bf399fc\" data-element_type=\"widget\" data-e-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>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Facebook Twitter Instagram Linkedin \u00bfCu\u00e1l es el efecto de las grietas de tracci\u00f3n en an\u00e1lisis de estabilidad de taludes? En estabilidad de taludes, un factor importante a considerar es la presencia de grietas de tracci\u00f3n, ya que t\u00edpicamente constituyen la evidencia de un deslizamiento en proceso. Estas grietas son cuasi-verticales en la mayor\u00eda de los [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-3122","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.0 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>\u00bfCu\u00e1l es el efecto de las grietas de tracci\u00f3n 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\/cual-es-el-efecto-de-las-grietas-de-traccion-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=\"\u00bfCu\u00e1l es el efecto de las grietas de tracci\u00f3n en an\u00e1lisis de estabilidad de taludes? -\" \/>\n<meta property=\"og:description\" content=\"Facebook Twitter Instagram Linkedin \u00bfCu\u00e1l es el efecto de las grietas de tracci\u00f3n en an\u00e1lisis de estabilidad de taludes? En estabilidad de taludes, un factor importante a considerar es la presencia de grietas de tracci\u00f3n, ya que t\u00edpicamente constituyen la evidencia de un deslizamiento en proceso. Estas grietas son cuasi-verticales en la mayor\u00eda de los [&hellip;]\" \/>\n<meta property=\"og:url\" content=\"https:\/\/geo-webonline.com\/en\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\/\" \/>\n<meta property=\"article:modified_time\" content=\"2024-09-28T11:13:52+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.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=\"7 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/geo-webonline.com\\\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\\\/\",\"url\":\"https:\\\/\\\/geo-webonline.com\\\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\\\/\",\"name\":\"\u00bfCu\u00e1l es el efecto de las grietas de tracci\u00f3n en an\u00e1lisis de estabilidad de taludes? -\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/geo-webonline.com\\\/#website\"},\"primaryImageOfPage\":{\"@id\":\"https:\\\/\\\/geo-webonline.com\\\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\\\/#primaryimage\"},\"image\":{\"@id\":\"https:\\\/\\\/geo-webonline.com\\\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\\\/#primaryimage\"},\"thumbnailUrl\":\"https:\\\/\\\/geo-webonline.com\\\/wp-content\\\/uploads\\\/2024\\\/07\\\/logosgeonewalvaro.png\",\"datePublished\":\"2023-11-19T11:44:21+00:00\",\"dateModified\":\"2024-09-28T11:13:52+00:00\",\"breadcrumb\":{\"@id\":\"https:\\\/\\\/geo-webonline.com\\\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\\\/#breadcrumb\"},\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\\\/\\\/geo-webonline.com\\\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\\\/\"]}]},{\"@type\":\"ImageObject\",\"inLanguage\":\"en-US\",\"@id\":\"https:\\\/\\\/geo-webonline.com\\\/cual-es-el-efecto-de-las-grietas-de-traccion-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\\\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\\\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Portada\",\"item\":\"https:\\\/\\\/geo-webonline.com\\\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"\u00bfCu\u00e1l es el efecto de las grietas de tracci\u00f3n 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":"\u00bfCu\u00e1l es el efecto de las grietas de tracci\u00f3n 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\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\/","og_locale":"en_US","og_type":"article","og_title":"\u00bfCu\u00e1l es el efecto de las grietas de tracci\u00f3n en an\u00e1lisis de estabilidad de taludes? -","og_description":"Facebook Twitter Instagram Linkedin \u00bfCu\u00e1l es el efecto de las grietas de tracci\u00f3n en an\u00e1lisis de estabilidad de taludes? En estabilidad de taludes, un factor importante a considerar es la presencia de grietas de tracci\u00f3n, ya que t\u00edpicamente constituyen la evidencia de un deslizamiento en proceso. Estas grietas son cuasi-verticales en la mayor\u00eda de los [&hellip;]","og_url":"https:\/\/geo-webonline.com\/en\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\/","article_modified_time":"2024-09-28T11:13:52+00:00","og_image":[{"url":"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png","type":"","width":"","height":""}],"twitter_card":"summary_large_image","twitter_misc":{"Est. reading time":"7 minutes"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/geo-webonline.com\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\/","url":"https:\/\/geo-webonline.com\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\/","name":"\u00bfCu\u00e1l es el efecto de las grietas de tracci\u00f3n en an\u00e1lisis de estabilidad de taludes? -","isPartOf":{"@id":"https:\/\/geo-webonline.com\/#website"},"primaryImageOfPage":{"@id":"https:\/\/geo-webonline.com\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\/#primaryimage"},"image":{"@id":"https:\/\/geo-webonline.com\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\/#primaryimage"},"thumbnailUrl":"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png","datePublished":"2023-11-19T11:44:21+00:00","dateModified":"2024-09-28T11:13:52+00:00","breadcrumb":{"@id":"https:\/\/geo-webonline.com\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\/#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["https:\/\/geo-webonline.com\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\/"]}]},{"@type":"ImageObject","inLanguage":"en-US","@id":"https:\/\/geo-webonline.com\/cual-es-el-efecto-de-las-grietas-de-traccion-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\/cual-es-el-efecto-de-las-grietas-de-traccion-en-analisis-de-estabilidad-de-taludes\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Portada","item":"https:\/\/geo-webonline.com\/"},{"@type":"ListItem","position":2,"name":"\u00bfCu\u00e1l es el efecto de las grietas de tracci\u00f3n 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\/3122","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=3122"}],"version-history":[{"count":7,"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/pages\/3122\/revisions"}],"predecessor-version":[{"id":3574,"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/pages\/3122\/revisions\/3574"}],"wp:attachment":[{"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/media?parent=3122"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}