{"id":1119,"date":"2021-06-13T12:55:22","date_gmt":"2021-06-13T12:55:22","guid":{"rendered":"https:\/\/geo-webonline.com\/?page_id=1119"},"modified":"2025-04-07T01:10:19","modified_gmt":"2025-04-07T01:10:19","slug":"el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes","status":"publish","type":"page","link":"https:\/\/geo-webonline.com\/en\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/","title":{"rendered":"The concept of failure in slope stability analysis"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"1119\" class=\"elementor elementor-1119\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-d6657c9 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"d6657c9\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container 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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-53d4ec7\" data-id=\"53d4ec7\" 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-5f54d5f elementor-widget elementor-widget-heading\" data-id=\"5f54d5f\" 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\">El concepto de falla 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-2a74def elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"2a74def\" 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-cd2b163\" data-id=\"cd2b163\" 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-2b774b9 elementor-widget elementor-widget-text-editor\" data-id=\"2b774b9\" 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>El concepto de falla en an\u00e1lisis de estabilidad de taludes, involucra una gran variedad de elementos de naturaleza fundamentalmente subjetiva, asociados al an\u00e1lisis de las diferentes causas que originaron la falla. Pero, \u00bfqu\u00e9 se entiende, entonces, por \u201cfalla\u201d de un talud? \u00bfCu\u00e1ndo se considera que ocurre? Sigue leyendo para encontrar las respuestas a estos interrogantes.<\/em><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-27fbd40 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"27fbd40\" data-element_type=\"section\" 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-22b6230\" data-id=\"22b6230\" 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-bc8a057 elementor-toc--minimized-on-tablet elementor-widget elementor-widget-table-of-contents\" data-id=\"bc8a057\" 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;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\tContenido\t\t\t<\/h4>\n\t\t\t\t\t\t\t\t\t\t<div class=\"elementor-toc__toggle-button elementor-toc__toggle-button--expand\" role=\"button\" tabindex=\"0\" aria-controls=\"elementor-toc__bc8a057\" aria-expanded=\"true\" aria-label=\"Open table of contents\"><i aria-hidden=\"true\" class=\"fas fa-chevron-down\"><\/i><\/div>\n\t\t\t\t<div class=\"elementor-toc__toggle-button elementor-toc__toggle-button--collapse\" role=\"button\" tabindex=\"0\" aria-controls=\"elementor-toc__bc8a057\" aria-expanded=\"true\" aria-label=\"Close table of contents\"><i aria-hidden=\"true\" class=\"fas fa-chevron-up\"><\/i><\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<div id=\"elementor-toc__bc8a057\" class=\"elementor-toc__body\">\n\t\t\t<div class=\"elementor-toc__spinner-container\">\n\t\t\t\t<i class=\"elementor-toc__spinner eicon-animation-spin eicon-loading\" aria-hidden=\"true\"><\/i>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-6369c44 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"6369c44\" data-element_type=\"section\" 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-4a1355f\" data-id=\"4a1355f\" 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-d258c5f elementor-widget elementor-widget-heading\" data-id=\"d258c5f\" 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\">Fallas o deslizamientos de taludes<\/h3>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-cb2cb69 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"cb2cb69\" data-element_type=\"section\" 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-dbf2a19\" data-id=\"dbf2a19\" 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-780d8ed elementor-widget elementor-widget-text-editor\" data-id=\"780d8ed\" 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>El concepto de falla en un talud es un aspecto que usualmente genera confusi\u00f3n, fundamentalmente por la extraordinaria complejidad y multiplicidad de lo que ha dado en llamarse \u201cfalla de un talud\u201d.<\/p><p>\u00a0<\/p><p>Huelga decir que no existe un consenso sobre lo que debe entenderse como falla. La gran mayor\u00eda de las fallas se definen en t\u00e9rminos de derrumbes o colapsos de toda \u00edndole, que no dejan duda sobre el hecho de que ha ocurrido algo que pone en entredicho la funci\u00f3n estructural del talud; o en t\u00e9rminos de movimientos excesivos, incompatibles con la funcionalidad del mismo (Rico y Del Castillo, 1974).<\/p><p>\u00a0<\/p><p>Es com\u00fan entre los ingenieros geot\u00e9cnicos asociar el t\u00e9rmino \u201cfalla\u201d con un valor de factor de seguridad (FS) igual a 1. De hecho, tal como se\u00f1ala Huang (1983), el prop\u00f3sito de cualquier an\u00e1lisis de estabilidad de taludes, es determinar el factor de seguridad de una superficie potencial de falla, definido como la relaci\u00f3n entre la fuerza resistente y la fuerza movilizadora, ambas actuando sobre dicha superficie. Cuando la fuerza movilizadora debida al peso del talud es igual a la resistencia del terreno, ocurre que FS \u2248 1, y la falla es inminente (ver Figura 1).<\/p><p>\u00a0<\/p><p>Sin embargo, el fen\u00f3meno de falla de un talud es algo muy complejo (mucho m\u00e1s que el determinar cu\u00e1ndo FS = 1); sobre todo porque existe una gran variedad de elementos de naturaleza fundamentalmente subjetiva involucrados en el an\u00e1lisis de una falla, particularmente asociados a las causas que la originaron.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-ad08f01 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ad08f01\" data-element_type=\"section\" 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-c99f4c3\" data-id=\"c99f4c3\" 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-575f666 elementor-widget elementor-widget-image\" data-id=\"575f666\" 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=\"662\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-1-1-1024x847.jpg\" class=\"attachment-large size-large wp-image-1129\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-1-1-1024x847.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-1-1-300x248.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-1-1-768x635.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-1-1.jpg 1197w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-87d7d63 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"87d7d63\" data-element_type=\"section\" 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-958bf3f\" data-id=\"958bf3f\" 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-189b801 elementor-widget elementor-widget-text-editor\" data-id=\"189b801\" 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>Concepto de falla: FS \u2248 1 (<em>Fuente<\/em>: modificado de Wade, 2015. Disponible en <a href=\"https:\/\/slideplayer.com\/slide\/4261935\/\">https:\/\/slideplayer.com\/slide\/4261935\/<\/a>).<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-32ffd89 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"32ffd89\" data-element_type=\"section\" 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-98b72df\" data-id=\"98b72df\" 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-30e4bb3 elementor-widget elementor-widget-text-editor\" data-id=\"30e4bb3\" 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>Por lo tanto, a\u00fan aceptando que la falla de un talud ocurre cuando FS \u2248 1, y que adem\u00e1s afecta la funcionalidad del mismo, lo importante de analizar un talud es dilucidar, en la medida de lo posible, los m\u00faltiples modos en los cuales el mismo puede llegar a perder su funcionalidad o, incluso, a colapsar, considerando cada modo como un problema diferente en g\u00e9nesis, planteamiento y soluci\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-890df70 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"890df70\" 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-616e806\" data-id=\"616e806\" 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-eec7460 elementor-widget elementor-widget-heading\" data-id=\"eec7460\" 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\">Factores que causan fallas de estabilidad<\/h3>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-30e3647 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"30e3647\" data-element_type=\"section\" 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-3b7aed6\" data-id=\"3b7aed6\" 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-8e67430 elementor-widget elementor-widget-text-editor\" data-id=\"8e67430\" 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 fallas en taludes y laderas frecuentemente se generan por procesos que, o bien incrementan los esfuerzos cortantes actuantes sobre la superficie potencial de falla, o bien afectan de manera significativa la resistencia al corte de la masa de suelo o roca. La Figura 2 resume estos procesos.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-e71c88a elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"e71c88a\" data-element_type=\"section\" 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-d644977\" data-id=\"d644977\" 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-84ca116 elementor-widget elementor-widget-image\" data-id=\"84ca116\" 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=\"508\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-2-1-1024x650.jpg\" class=\"attachment-large size-large wp-image-1130\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-2-1-1024x650.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-2-1-300x191.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-2-1-768x488.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-2-1.jpg 1209w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-39c8a35 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"39c8a35\" 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-444841a\" data-id=\"444841a\" 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-5c6f504 elementor-widget elementor-widget-text-editor\" data-id=\"5c6f504\" 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>Factores que contribuyen a fallas o deslizamientos<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-9412e47 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"9412e47\" data-element_type=\"section\" 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-e36ca73\" data-id=\"e36ca73\" 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-303ec88 elementor-widget elementor-widget-text-editor\" data-id=\"303ec88\" 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>Sin entrar en detalle sobre los factores mostrados en la Figura 2, resulta evidente que algunos de ellos est\u00e1n asociados a fuerzas naturales, y otros est\u00e1n relacionados con la intervenci\u00f3n antr\u00f3pica. En cualquier caso, son agentes desestabilizadores que deben identificarse y\/o evaluarse al momento de realizar el an\u00e1lisis de estabilidad de un 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-43aa25a elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"43aa25a\" 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-9e2e0a5\" data-id=\"9e2e0a5\" 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-3584ddd elementor-widget elementor-widget-heading\" data-id=\"3584ddd\" 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\">Velocidad de falla en taludes y laderas<\/h3>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-6484a2c elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"6484a2c\" data-element_type=\"section\" 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-8996208\" data-id=\"8996208\" 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-45185d5 elementor-widget elementor-widget-text-editor\" data-id=\"45185d5\" 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 fallas en taludes y laderas ocurren a diferentes velocidades, dependiendo de las caracter\u00edsticas de la falla. Cruden &amp; Varnes (1996) realizaron un extenso an\u00e1lisis de numerosos casos en los que ocurrieron deslizamientos, y presentaron una clasificaci\u00f3n de deslizamientos en base a la velocidad en la que ocurren.<\/p><p>\u00a0<\/p><p>Como complemento a esta informaci\u00f3n, presentaron tambi\u00e9n una clasificaci\u00f3n general basada en la cinem\u00e1tica del desplazamiento. La Figura 3 incluye informaci\u00f3n sobre lo publicado por los mencionados autores.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-b3438cf elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"b3438cf\" data-element_type=\"section\" 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-db298e5\" data-id=\"db298e5\" 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-c8241d4 elementor-widget elementor-widget-image\" data-id=\"c8241d4\" 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=\"800\" height=\"415\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-3-1024x531.jpg\" class=\"attachment-large size-large wp-image-1131\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-3-1024x531.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-3-300x156.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-3-768x398.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-3.jpg 1209w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-a44aa98 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"a44aa98\" data-element_type=\"section\" 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-2b40fe3\" data-id=\"2b40fe3\" 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-0b9ac10 elementor-widget elementor-widget-text-editor\" data-id=\"0b9ac10\" 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>Clasificaci\u00f3n de deslizamientos en funci\u00f3n de la tasa y la cinem\u00e1tica de los movimientos.<\/p><p>\u00a0<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-5fcbee9 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"5fcbee9\" data-element_type=\"section\" 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-764c8ca\" data-id=\"764c8ca\" 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-33b2023 elementor-widget elementor-widget-text-editor\" data-id=\"33b2023\" 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>De acuerdo a la informaci\u00f3n mostrada en la Figura 3, se tienen velocidades extremadamente altas (indicativas de fallas fr\u00e1giles, hablando un lenguaje asociado a materiales), y velocidades pr\u00e1cticamente nulas (propias, por ejemplo, de laderas naturales).<\/p><p>\u00a0<\/p><p>En relaci\u00f3n a la cinem\u00e1tica de los movimientos, usualmente los dos primeros modos de desplazamiento est\u00e1n asociados a taludes de roca, mientras que los \u00faltimos tres a taludes de suelo.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-33619dd elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"33619dd\" data-element_type=\"section\" 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-fd43ea4\" data-id=\"fd43ea4\" 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-0a9cad8 elementor-widget elementor-widget-heading\" data-id=\"0a9cad8\" 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\">Mecanismos de fallas de taludes y laderas<\/h3>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-b0796e0 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"b0796e0\" data-element_type=\"section\" 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-18318a8\" data-id=\"18318a8\" 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-3ef57d2 elementor-widget elementor-widget-text-editor\" data-id=\"3ef57d2\" 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>La Figura 4 presenta esquemas que ilustran los diferentes tipos de mecanismos cinem\u00e1ticos destacados por Cruden &amp; Varnes (1996) \u00a0tanto en roca como en suelos. Veamos algunas caracter\u00edsticas generales de cada uno de estos mecanismos.<\/p><p>\u00a0<\/p><p>Empecemos por los <em>ca\u00eddos<\/em>. Los <em>ca\u00eddos<\/em> consisten en el desprendimiento y posterior ca\u00edda de materiales del talud, constituidos por masas de cualquier tama\u00f1o provenientes de un talud con pendiente fuerte, en el cual no se aprecian desplazamientos significativos. Los ca\u00eddos pueden incluir desde part\u00edculas de suelo hasta bloques de roca de varios metros c\u00fabicos, y ocurren a velocidades extremadamente r\u00e1pidas, generalmente sin evidencias previas de movimiento.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-81ddfb4 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"81ddfb4\" data-element_type=\"section\" 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-0af0816\" data-id=\"0af0816\" 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-ec6dc4c elementor-widget elementor-widget-image\" data-id=\"ec6dc4c\" 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=\"800\" height=\"432\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-4-1024x553.jpg\" class=\"attachment-large size-large wp-image-1135\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-4-1024x553.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-4-300x162.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-4-768x415.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-4.jpg 1209w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-233dcf2 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"233dcf2\" data-element_type=\"section\" 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-0920e58\" data-id=\"0920e58\" 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-a6c08d1 elementor-widget elementor-widget-text-editor\" data-id=\"a6c08d1\" 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 4 <\/strong>Mecanismos cinem\u00e1ticos para rocas y suelos (<em>Fuente<\/em>: modificado de Su\u00e1rez D\u00edaz, 1998 \u2013 disponible en <a href=\"https:\/\/www.academia.edu\/8925280\">https:\/\/www.academia.edu\/8925280<\/a>).<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-bf9f7d8 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"bf9f7d8\" data-element_type=\"section\" 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-c898e54\" data-id=\"c898e54\" 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-a8fd1db elementor-widget elementor-widget-text-editor\" data-id=\"a8fd1db\" 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>El <em>volcamiento<\/em> consiste en una rotaci\u00f3n hacia delante de una o varias unidades de material, cuyo centro de giro se encuentra por debajo del centro de gravedad de la unidad. Este tipo de movimiento puede abarcar desde masas muy peque\u00f1as hasta grandes vol\u00famenes de varios millones de metros c\u00fabicos.<\/p><p>\u00a0<\/p><p>El mecanismo de <em>deslizamiento<\/em> de una masa consiste en un desplazamiento de corte a lo largo de una o varias superficies, en el cual el movimiento suele ser progresivo (es decir, que se va generando en un proceso que se inicia en un punto y se va extendiendo). Los desplazamientos en masa pueden, a su vez, dividirse en deslizamientos rotacionales, traslacionales o planares, as\u00ed como en deslizamientos compuestos de rotaci\u00f3n y traslaci\u00f3n. Esta diferenciaci\u00f3n es sumamente importante, debido a que puede definir el sistema de an\u00e1lisis y el tipo de estabilizaci\u00f3n a emplearse.<\/p><p>\u00a0<\/p><p>Por otro lado, el <em>creep<\/em> es una falla que presenta un proceso m\u00e1s o menos continuo, y por lo general lento, de deslizamiento superficial ladera abajo. El <em>creep<\/em> suele afectar grandes \u00e1reas, por lo general con una velocidad del movimiento muy baja, del orden de unos pocos cent\u00edmetros por a\u00f1o.<\/p><p>\u00a0<\/p><p>Finalmente, quisiera mencionar que en un <em>flujo<\/em> ocurren movimientos relativos de part\u00edculas de suelo y\/o bloques peque\u00f1os, dentro de una masa que se mueve o desliza sobre una superficie. Normalmente las deformaciones internas son muy grandes, y se observa el flujo de material de manera similar a un l\u00edquido viscoso. El flujo, a su vez, puede ser laminar o turbulento, y puede transportar grandes bloques hacia la parte inferior.<\/p><p>\u00a0<\/p><p>Con esto podemos tener un panorama un poco m\u00e1s claro sobre lo que implica la falla de un talud o ladera, y de los diferentes aspectos que deben considerarse para su an\u00e1lisis.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-ac5b3ac elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ac5b3ac\" data-element_type=\"section\" 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-67f8c91\" data-id=\"67f8c91\" 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-02c2b19 elementor-widget elementor-widget-heading\" data-id=\"02c2b19\" 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-21fd94c elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"21fd94c\" 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-9e00cb5\" data-id=\"9e00cb5\" 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-925ffc5 elementor-widget elementor-widget-text-editor\" data-id=\"925ffc5\" 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>Cruden, D.M. &amp; Varnes, D.J. (1996) <strong>\u201cLandslide Types and Processes\u201d<\/strong>. In <em>Landslides \u2013 Investigation and Mitigation<\/em>. Transportation Research Board Special Report No. 247, National Academy Press, Washington DC, pp. 36-75.<\/li><li>Huang, Y. (1983) <strong>\u201cStability Analysis of Earth Slopes\u201d<\/strong>. Van Nostrand Reinhold Company. New York, USA.<\/li><li>Rico, A. y Del Castillo, H. (1974) <strong>\u201cLa Ingenier\u00eda de Suelos en las V\u00edas Terrestres<\/strong>\u201d. Editorial Limusa S.A. M\u00e9xido D.F., M\u00e9xico.<\/li><li>Su\u00e1rez D\u00edaz, J. (1998) <strong>\u201cDeslizamientos y Estabilidad de Taludes en Suelos Tropicales\u201d<\/strong>. Instituto de Investigaciones sobre Erosi\u00f3n y Deslizamientos. Bucaramanga, Colombia (disponible en <a href=\"https:\/\/www.academia.edu\/8925280\">https:\/\/www.academia.edu\/8925280<\/a>).<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-4049416 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"4049416\" data-element_type=\"section\" 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-0ee6c14\" data-id=\"0ee6c14\" 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-26dda0d elementor-shape-circle elementor-grid-0 e-grid-align-center elementor-widget elementor-widget-social-icons\" data-id=\"26dda0d\" data-element_type=\"widget\" data-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-4d0cc57 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"4d0cc57\" 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-225cf3c\" data-id=\"225cf3c\" 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-1cc766e elementor-widget elementor-widget-heading\" data-id=\"1cc766e\" 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 El concepto de falla en an\u00e1lisis de estabilidad de taludes El concepto de falla en an\u00e1lisis de estabilidad de taludes, involucra una gran variedad de elementos de naturaleza fundamentalmente subjetiva, asociados al an\u00e1lisis de las diferentes causas que originaron la falla. Pero, \u00bfqu\u00e9 se entiende, entonces, por \u201cfalla\u201d de un talud? [&hellip;]<\/p>\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-1119","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>El concepto de falla en an\u00e1lisis de estabilidad de taludes -<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/geo-webonline.com\/en\/el-concepto-de-falla-en-analisis-de-estabilidad-de-taludes\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"El concepto de falla en an\u00e1lisis de estabilidad de taludes -\" \/>\n<meta property=\"og:description\" content=\"Facebook Twitter Instagram Linkedin El concepto de falla en an\u00e1lisis de estabilidad de taludes El concepto de falla en an\u00e1lisis de estabilidad de taludes, involucra una gran variedad de elementos de naturaleza fundamentalmente subjetiva, asociados al an\u00e1lisis de las diferentes causas que originaron la falla. Pero, \u00bfqu\u00e9 se entiende, entonces, por \u201cfalla\u201d de un talud? 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