{"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":"<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\">\n\t\t\t\t\t\t<div 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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-b2b7fcf elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"b2b7fcf\" 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-834f0ef\" data-id=\"834f0ef\" 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-67dd7aa elementor-widget elementor-widget-heading\" data-id=\"67dd7aa\" 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\">What is the effect of tensile cracks 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-7101313 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"7101313\" 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-e9160f9\" data-id=\"e9160f9\" 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-d335ea9 elementor-widget elementor-widget-text-editor\" data-id=\"d335ea9\" 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>In slope stability, an important factor to consider is the presence of tensile cracks, as they typically constitute evidence of a landslide in process. These cracks are quasi-vertical in most cases, and are caused by the separation between grains of soil or rock due to a tensile force resulting from the movement of the land mass. Do you want to learn more about the effect of tensile cracks on slope stability? Continue reading this post...<\/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\">\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\">\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-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\">\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\">\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-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\">Tensile cracks in soil slopes<\/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\">\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\">\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-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>Tensile cracks are evidence of a landslide in process, since they are caused by the loss of cohesion or bonding of the soil structure due to a tensile force associated with a movement that has occurred in the land mass.<\/p><p>\u00a0<\/p><p>To understand the effect of these cracks, let us review Figure 1, published by Terzaghi (1956), which illustrates the subject well enough. According to Terzaghi, the effect of the presence of tensile cracks in a slope can be summarized in three fundamental aspects (see Figure 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\">\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\">\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-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\">\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\">\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-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 Influence of tensile cracks in slope stability (Soruce: 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\">\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\">\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-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 class=\"translation-block\">Tensile cracks eliminate the resistance due to the cohesion provided by the arch e-e'. As a result, cracks reduce the total shear resistance per unit length of the slope.<\/li><li class=\"translation-block\">Tensile cracks reduce the driving moment produced by the element efe1 of weight \u0394W, which is a positive effect on stability<\/li><\/ol><p>\u00a0<\/p><ol start=\"3\"><li>In case of rainfall, a hydrostatic pressure exerted by the water surface inside the cracks is generated, which favors slope instability.<\/li><\/ol><p>\u00a0<\/p><p>On the other hand, depending on the characteristics of the materials present in the slope, a softening effect of the soil can be generated due to water entering the slope body through the cracks. This softening effect is basically a reduction in strength due to an increase in moisture content (Barnes, 2010). Figure 2a illustrates this effect for clays of different plasticity, and Figure 2b shows the same effect, but for clays with different sand or gravel contents.<\/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\">\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\">\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-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\">\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\">\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-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 Effect of soil softening due to presence of water (Source: modified from 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\">\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\">\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-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>As can be seen from the figure above, for a moisture content increase of only 1%, the change in shear strength is much greater for low plasticity clays and for clays with high gravel contents. That is, these soils are more sensitive to wetting and more prone to softening due to water that may penetrate into the soil mass through tensile cracks.<\/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\">\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\">\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-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\">Tensile cracks in rock slopes<\/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\">\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\">\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-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\">In the case of rock slopes, the worst effect associated with tensile cracks occurs when they are filled with water. Under these conditions, a hydrostatic thrust is produced, whose value is of the order of 9.81 kPa (\u2248 0.1 kg\/cm2) per meter of water height, which can generate a significant negative effect on the slope. To understand this effect, let us consider the example in Figure 3, taken from 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\">\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\">\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-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\">\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\">\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-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 Effect of hydrostatic thrust of a rock mass (Source: modified from 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\">\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\">\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-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\">For illustrative purposes, in this slope it is assumed that the slip surface over which movement can occur is horizontal. Thus, for this potential failure surface, if there are no external forces acting on the mass, the factor of safety FS would be infinite.<\/p><p>\u00a0<\/p><p class=\"translation-block\">Now, if a crack of height h is filled with water, the water exerts a horizontal thrust equal to 1\/2\u03b3\u03c9h2 per meter of crack length (where \u03b3\u03c9 = unit weight of water). Introducing this new force into the equilibrium equations, the FS is now equal to the ratio of the coefficient of friction (tan\u03c6) to the tangent of the slope (tan\u03c8). Thus, if both are 30\u00b0, the factor of safety is equal to 1, i.e., the collapse point is reached.<\/p><p>\u00a0<\/p><p>This example demonstrates how drastically the situation on a slope can change when a crack fills with water. It also provides insight into the cause of some landslides when heavy rains occur, although in these cases it must be fulfilled that the crack fills with water faster than the crack can drain. An important detail is that the crack opening does NOT influence the hydrostatic thrust, so a landslide could be generated just by emptying a very small amount of water at the appropriate place on the slope.<\/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\">\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\">\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-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\">General comments about tensile cracks effects<\/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\">\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\">\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-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>Based on what has been reviewed in the previous sections, it is essential to consider the presence of tensile cracks in the stability analysis, taking into account the following:<\/p><p>\u00a0<\/p><ul><li>The depth of the crack;<\/li><li>That it is full of water;<\/li><li>The possible softening of the soil if the slope presents more than 20% of clay particles (verification that can be made from a granulometry analysis by sieving and hydrometer, in several samples taken from the slope);<\/li><li>The drainage characteristics of the slope, to check if the crack fills or drains more quickly.<\/li><\/ul><p>Finally, it is worth mentioning that the position of the tensile cracks is an important guide to establish the location of the zone where failure surfaces are generated during stability analyses, so that these potential failure surfaces correspond to what is observed on the slope in the field.<\/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\">\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\">\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-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-646a2a9 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"646a2a9\" 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-25319a4\" data-id=\"25319a4\" 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-2dde82d elementor-widget elementor-widget-text-editor\" data-id=\"2dde82d\" 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>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. 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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>","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 v26.4 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\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? 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