{"id":2974,"date":"2023-07-25T14:07:09","date_gmt":"2023-07-25T14:07:09","guid":{"rendered":"https:\/\/geo-webonline.com\/?page_id=2974"},"modified":"2025-04-07T01:18:36","modified_gmt":"2025-04-07T01:18:36","slug":"el-empleo-de-softwares-y-abacos-de-diseno-en-la-estabilidad-de-taludes","status":"publish","type":"page","link":"https:\/\/geo-webonline.com\/en\/el-empleo-de-softwares-y-abacos-de-diseno-en-la-estabilidad-de-taludes\/","title":{"rendered":"The use of softwares and design abacuses for slope stability analysis"},"content":{"rendered":"<div data-elementor-type=\"wp-page\" data-elementor-id=\"2974\" class=\"elementor elementor-2974\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-18c1ccb elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"18c1ccb\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container 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href=\"https:\/\/geo-webonline.com\/en\/aguas-subterraneas\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Groundwater<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-388\"><a href=\"https:\/\/geo-webonline.com\/en\/topicos-especiales\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Special Topics<\/a><\/li>\n<\/ul>\n<\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1166\"><a href=\"https:\/\/geo-webonline.com\/en\/e-learning\/\" class=\"elementor-item\" tabindex=\"-1\">E-learning<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-2318\"><a href=\"https:\/\/geo-webonline.com\/en\/servicios-de-consultoria\/\" class=\"elementor-item\" tabindex=\"-1\">Servicios de consultor\u00eda<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-3224\"><a href=\"https:\/\/geo-webonline.com\/en\/proyecto-geotecnico\/\" class=\"elementor-item\" tabindex=\"-1\">Proyectos geot\u00e9cnicos<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1168\"><a href=\"https:\/\/geo-webonline.com\/en\/contacto\/\" class=\"elementor-item\" tabindex=\"-1\">Contact<\/a><\/li>\n<\/ul>\t\t\t<\/nav>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-8973034 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"8973034\" 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-43a8c74\" data-id=\"43a8c74\" 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-e810c44 elementor-widget elementor-widget-heading\" data-id=\"e810c44\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">The use of softwares and design abacuses for 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-1cabcdf elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"1cabcdf\" 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-ac5e6f7\" data-id=\"ac5e6f7\" 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-a07f602 elementor-widget elementor-widget-text-editor\" data-id=\"a07f602\" 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>As in any other branch of Civil Engineering, very powerful and relatively easy to use computer programs are now available to carry out slope stability analyses. At the same time, it is possible to use the old design abacuses, developed since the 1940s. Therefore, some questions arise: do the old design abacuses have any application today? what conditions must be fulfilled to use a software correctly? when is it advisable to use each design tool? Read on to find the answers to these questions...<\/em><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-7566f3e elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"7566f3e\" 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-ff7a659\" data-id=\"ff7a659\" 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-8b95b29 elementor-toc--minimized-on-tablet elementor-widget elementor-widget-table-of-contents\" data-id=\"8b95b29\" data-element_type=\"widget\" data-settings=\"{&quot;headings_by_tags&quot;:[&quot;h3&quot;],&quot;exclude_headings_by_selector&quot;:[],&quot;no_headings_message&quot;:&quot;No headings were found on this page.&quot;,&quot;marker_view&quot;:&quot;numbers&quot;,&quot;minimize_box&quot;:&quot;yes&quot;,&quot;minimized_on&quot;:&quot;tablet&quot;,&quot;hierarchical_view&quot;:&quot;yes&quot;,&quot;min_height&quot;:{&quot;unit&quot;:&quot;px&quot;,&quot;size&quot;:&quot;&quot;,&quot;sizes&quot;:[]},&quot;min_height_tablet&quot;:{&quot;unit&quot;:&quot;px&quot;,&quot;size&quot;:&quot;&quot;,&quot;sizes&quot;:[]},&quot;min_height_mobile&quot;:{&quot;unit&quot;:&quot;px&quot;,&quot;size&quot;:&quot;&quot;,&quot;sizes&quot;:[]}}\" data-widget_type=\"table-of-contents.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<div class=\"elementor-toc__header\">\n\t\t\t\t\t\t<h4 class=\"elementor-toc__header-title\">\n\t\t\t\tContent\t\t\t<\/h4>\n\t\t\t\t\t\t\t\t\t\t<div class=\"elementor-toc__toggle-button elementor-toc__toggle-button--expand\" role=\"button\" tabindex=\"0\" aria-controls=\"elementor-toc__8b95b29\" 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__8b95b29\" 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__8b95b29\" 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-64a4344 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"64a4344\" 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-a825c8f\" data-id=\"a825c8f\" 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-e402565 elementor-widget elementor-widget-heading\" data-id=\"e402565\" 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\">The use of software for slope stability analysis<\/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-d054dd3 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"d054dd3\" 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-9cd8ca2\" data-id=\"9cd8ca2\" 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-6d016c4 elementor-widget elementor-widget-text-editor\" data-id=\"6d016c4\" 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 we all know, we currently have very powerful and relatively easy to use computer programs to carry out slope stability analyses. We also have the old design charts or abacuses, developed from the 1940s onwards, at a time when, obviously, technological development was not what it is today. In a way, these abacuses were the programs available in the past.<\/p><p>\u00a0<\/p><p>Now, as Geotechnical Engineers we must take advantage of technology, but not abuse it. And, in addition, it is necessary to optimize time and costs related to the analysis. The question is, then, when to use a software and when to use a design abacus.<\/p><p>\u00a0<\/p><p class=\"translation-block\">Obviously, as in any other branch of Civil Engineering, everything will depend on the project being carried out and the available data. Thus, for projects in which the shear strength parameters have been carefully estimated (from special triaxial tests on undisturbed samples), in situ pore pressure measurements are available (by means of piezometers), and, in addition, the behavior of a complex slope in terms of its shape and stratigraphy is being studied, computer analyses are likely to provide the optimal solution (i.e. the least costly solution - not only in terms of construction, but also in terms of labor-hours spent on design in the office - and the best technically adapted to the problem under study).<\/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-1071048 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"1071048\" 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-d083446\" data-id=\"d083446\" 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-ea16079 elementor-widget elementor-widget-image\" data-id=\"ea16079\" 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=\"405\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/foto1-1024x519.jpg\" class=\"attachment-large size-large wp-image-2977\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/foto1-1024x519.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/foto1-300x152.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/foto1-768x390.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/foto1-1536x779.jpg 1536w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/foto1-18x9.jpg 18w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/foto1.jpg 1652w\" 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-b4c2e59 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"b4c2e59\" 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-0428522\" data-id=\"0428522\" 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-4594ede elementor-widget elementor-widget-text-editor\" data-id=\"4594ede\" 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 Slope stability analysis using a program based on finite element analysis. (Source: https:\/\/www.geoengineer.org\/software\/rs2).<\/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-ba165fd elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ba165fd\" 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-b5a0c73\" data-id=\"b5a0c73\" 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-4bff6c8 elementor-widget elementor-widget-text-editor\" data-id=\"4bff6c8\" 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\">Nowadays, softwares based on the finite element method (FEM, see Figure 1) are very popular for slope stability analysis. However, it is very important to note that most of the constitutive models available in this type of programs have as a fundamental parameter the deformation modulus E in its different variants, a parameter whose estimation is of a very high complexity, given the soil nonlinear behavior and its dependence on the strain level (in this regard, see https:\/\/geo-webonline.com\/que-significa-que-el-suelo-tiene-un-comportamiento-no-lineal\/). Therefore, in order to obtain realistic results, it is necessary to properly estimate this soil parameter.<\/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-e2f23af elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"e2f23af\" 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-b6ece01\" data-id=\"b6ece01\" 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-231b74e elementor-widget elementor-widget-heading\" data-id=\"231b74e\" 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\">Usefulness of abacuses for slope stability analysis<\/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-577e3b9 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"577e3b9\" 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-e10acb4\" data-id=\"e10acb4\" 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-c9b71cf elementor-widget elementor-widget-text-editor\" data-id=\"c9b71cf\" 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>When to use design abacuses? Although it sounds a bit strange, these design abacuses (the old \"softwares\", as mentioned above) are very useful for routine projects, in which geomechanical parameters are determined from correlations based on SPT and CPT tests, or from index soil properties and conventional shear strength tests (typically direct shear and unconfined compression tests). In these cases, given the available data, it is not advisable to use very sophisticated calculation methods, and it is usually sufficient to use design abacuses to arrive at an optimal solution.<\/p><p>\u00a0<\/p><p>In addition, although few engineers today apply this practice, design abacuses can be used to make preliminary estimates on complex projects, or to perform a rough check on computer program analyses. A way to get an order of magnitude of the problem quickly.<\/p><p>\u00a0<\/p><p>It should be noted that an important advantage of design abacuses is that they are simple and easy to use. As an example, Figure 2 shows the abacuses proposed by Taylor in the 1940s for slope analysis in clays based on total stresses.<\/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-02fe062 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"02fe062\" 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-8ecfeb3\" data-id=\"8ecfeb3\" 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-b8196cb elementor-widget elementor-widget-image\" data-id=\"b8196cb\" 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=\"510\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/foto2-1024x653.jpg\" class=\"attachment-large size-large wp-image-2978\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/foto2-1024x653.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/foto2-300x191.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/foto2-768x490.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/foto2-1536x980.jpg 1536w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/foto2-18x12.jpg 18w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/foto2.jpg 1840w\" 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-0357096 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"0357096\" 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-582c3cb\" data-id=\"582c3cb\" 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-217ad2f elementor-widget elementor-widget-text-editor\" data-id=\"217ad2f\" 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 Taylor\u00b4s abacuses for slope stability analysis (Source: modified from Huang, 1983).<\/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-fd7cff0 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"fd7cff0\" 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-b04b13c\" data-id=\"b04b13c\" 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-52ef7a3 elementor-widget elementor-widget-text-editor\" data-id=\"52ef7a3\" 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\">I invite you to appreciate Taylor's genius in developing this tool. Simply by knowing the height of the slope H, its inclination \u03b2, the unit weight of the material \u03b3, and estimating the depth DH that reaches the failure surface below the base of the slope, it is possible to estimate the mobilized cohesion cd and, from there, the factor of safety. Imagine the amount of calculations and revisions Taylor must have made to arrive at these graphs, whose main characteristic is, as I mentioned earlier, simplicity.<\/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-2f5e412 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"2f5e412\" 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-22178c4\" data-id=\"22178c4\" 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-ceeed58 elementor-widget elementor-widget-heading\" data-id=\"ceeed58\" 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\">Comments on slope stability analysis tools<\/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-3d88648 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"3d88648\" 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-6b34a2f\" data-id=\"6b34a2f\" 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-00e6c8a elementor-widget elementor-widget-text-editor\" data-id=\"00e6c8a\" 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 the above, it is possible to highlight three aspects of practical importance for projects:<\/p><ol><li>Design abacuses are useful for making preliminary estimates of the stability of complex slopes, as well as for slope design in routine projects of relatively uniform stratigraphy, in which geomechanical parameters are often estimated from correlations and\/or conventional laboratory tests.<\/li><li class=\"translation-block\">Specialized software should only be used when properly obtained geomechanical parameters are available from special in situ and laboratory tests. Special care should be given to the determination of the modulus of deformation E of the ground when using FEM-based programs.<\/li><li>Softwares can be very useful to perform parametric analysis to study the influence of different variables in a given stability problem.<\/li><\/ol><p>Finally, I would like to emphasize that, even though we are in an era dominated by technology, it is important to always apply the engineer's judgment, both at the time of analysis and when interpreting the obtained results.<\/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-15ccb9a elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"15ccb9a\" 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-690f8ae\" data-id=\"690f8ae\" 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-e0f6293 elementor-widget elementor-widget-heading\" data-id=\"e0f6293\" 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-b0a0490 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"b0a0490\" 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-4fd706b\" data-id=\"4fd706b\" 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-799fe70 elementor-widget elementor-widget-text-editor\" data-id=\"799fe70\" 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>Abramson, L; Lee, T; Sharma, S. &amp; Boyce, G. (1996)\u00a0<strong>\u201cSlope Stabilization and Stabilization Methods\u201d<\/strong>. John Wiley &amp; Sons, INC. USA.<\/li><li>Huang, Y. (1983) <strong>\u201cStability Analysis of Earth Slopes\u201d<\/strong>. Springer. 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Al mismo tiempo, es [&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-2974","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v26.4 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>El empleo de softwares y \u00e1bacos de dise\u00f1o en la estabilidad de taludes -<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/geo-webonline.com\/en\/el-empleo-de-softwares-y-abacos-de-diseno-en-la-estabilidad-de-taludes\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"El empleo de softwares y \u00e1bacos de dise\u00f1o en la estabilidad de taludes -\" \/>\n<meta property=\"og:description\" content=\"Facebook Twitter Instagram Linkedin El empleo de softwares y \u00e1bacos de dise\u00f1o en la estabilidad de taludes Al igual que en cualquier otra rama de la Ingenier\u00eda Civil, actualmente se dispone de programas de computaci\u00f3n muy poderosos y de uso relativamente sencillo para llevar a cabo an\u00e1lisis de estabilidad de taludes. 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