{"id":986,"date":"2021-05-16T12:47:37","date_gmt":"2021-05-16T12:47:37","guid":{"rendered":"https:\/\/geo-webonline.com\/?page_id=986"},"modified":"2025-04-07T00:34:31","modified_gmt":"2025-04-07T00:34:31","slug":"comportamiento-de-fundaciones-superficiales","status":"publish","type":"page","link":"https:\/\/geo-webonline.com\/en\/comportamiento-de-fundaciones-superficiales\/","title":{"rendered":"Understanding shallow foundations behavior"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"986\" class=\"elementor elementor-986\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-7e72ecc elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"7e72ecc\" 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 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tabindex=\"-1\">E-learning<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-2318\"><a href=\"https:\/\/geo-webonline.com\/en\/servicios-de-consultoria\/\" class=\"elementor-item\" tabindex=\"-1\">Servicios de consultor\u00eda<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-3224\"><a href=\"https:\/\/geo-webonline.com\/en\/proyecto-geotecnico\/\" class=\"elementor-item\" tabindex=\"-1\">Proyectos geot\u00e9cnicos<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1168\"><a href=\"https:\/\/geo-webonline.com\/en\/contacto\/\" class=\"elementor-item\" tabindex=\"-1\">Contacto<\/a><\/li>\n<\/ul>\t\t\t<\/nav>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-ddfdd24 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ddfdd24\" 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-4faa75d\" data-id=\"4faa75d\" 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-5ac9499 elementor-widget elementor-widget-heading\" data-id=\"5ac9499\" 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\">Entendiendo el comportamiento de las Fundaciones Superficiales<\/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-7b431d8 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"7b431d8\" 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-73acd74\" data-id=\"73acd74\" 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-7046fef elementor-widget elementor-widget-text-editor\" data-id=\"7046fef\" 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>Las fundaciones son las conexiones entre la superestructura y el terreno, y aunque el comportamiento de estos elementos es complejo, es necesario comprender los principios b\u00e1sicos que lo rigen. <\/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-98aca13 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"98aca13\" 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-86d8d64\" data-id=\"86d8d64\" 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-22d9827 elementor-toc--minimized-on-tablet elementor-widget elementor-widget-table-of-contents\" data-id=\"22d9827\" 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\tContenidos\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__22d9827\" 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__22d9827\" 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__22d9827\" 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-e51d5e7 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"e51d5e7\" 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-4a78fa2\" data-id=\"4a78fa2\" 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-fa0046a elementor-widget elementor-widget-heading\" data-id=\"fa0046a\" 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\">Comportamiento de fundaciones superficiales<\/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-ffaeb01 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ffaeb01\" 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-ce69b86\" data-id=\"ce69b86\" 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-20b7122 elementor-widget elementor-widget-text-editor\" data-id=\"20b7122\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>En el texto cl\u00e1sico de Lambe &amp; Whitman (1969), se incluye una fotograf\u00eda muy ilustrativa (reproducida en la Figura 1), que muestra un modelo a escala realizado en laboratorio, en el que el terreno es representado por varillas cil\u00edndricas, las cuales son cargadas por una zapata r\u00edgida.<\/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-7520af3 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"7520af3\" 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-7feb825\" data-id=\"7feb825\" 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-cf08b98 elementor-widget elementor-widget-image\" data-id=\"cf08b98\" 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=\"613\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-1-1-1024x785.jpg\" class=\"attachment-large size-large wp-image-990\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-1-1-1024x785.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-1-1-300x230.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-1-1-768x588.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-1-1.jpg 1082w\" 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-ca0f51c elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ca0f51c\" 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-32a2d9e\" data-id=\"32a2d9e\" 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-1ac1b3c elementor-widget elementor-widget-text-editor\" data-id=\"1ac1b3c\" 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> Zonas de falla debajo de una zapata (<em>Fuente<\/em>: Lambe &amp; Whitman, 1969).<\/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-d36052b elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"d36052b\" 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-ca51ddb\" data-id=\"ca51ddb\" 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-b1f1655 elementor-widget elementor-widget-text-editor\" data-id=\"b1f1655\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Como se observa en la fotograf\u00eda, las varillas son desplazadas de la zona inferior de la zapata, y, al mismo tiempo, se elevan las varillas m\u00e1s superficiales, ubicadas a los lados de la fundaci\u00f3n.<\/p><p>\u00a0<\/p><p>Este modelo resulta excelente para intuir c\u00f3mo puede desarrollarse una falla en suelos granulares. Pero, \u00bfcu\u00e1l es el comportamiento de las fundaciones superficiales sometidas a carga en suelos reales?<\/p><p>\u00a0<\/p><p>La Figura 2 puede ayudar a contestar esta pregunta. En ella se muestra una cimentaci\u00f3n simple de poca profundidad, con una presi\u00f3n de apoyo <em>q<\/em>, una presi\u00f3n de apoyo neta <em>q<sub>n<\/sub><\/em> y un asentamiento <em>\u03c1<\/em>. Si la cimentaci\u00f3n es r\u00edgida (por ejemplo, de concreto armado), el asentamiento <em>\u03c1<\/em> ser\u00e1 uniforme y la presi\u00f3n de apoyo variar\u00e1 a lo largo de la cimentaci\u00f3n. Si, por el contrario, la fundaci\u00f3n es flexible (por ejemplo, un terrapl\u00e9n de tierra), la presi\u00f3n de apoyo ser\u00e1 uniforme, pero los asentamientos variar\u00e1n. La parte (a) de la Figura 2 ilustra los valores medios de <em>q<\/em> y <em>\u03c1<\/em> para cada caso, mientras que la parte (b) muestra la relaci\u00f3n entre la presi\u00f3n de apoyo neta <em>q<sub>n<\/sub><\/em> y el asentamiento <em>\u03c1<\/em>. Tal como se observa en la Figura 2 (b), a medida que la presi\u00f3n de apoyo aumenta, los asentamientos comienzan a acelerarse, y en alg\u00fan momento se puede decir que la cimentaci\u00f3n ha fallado debido a la magnitud de estos \u00a0asentamientos.<\/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-c4a3637 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"c4a3637\" 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-a21dfda\" data-id=\"a21dfda\" 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-39a9dcb elementor-widget elementor-widget-image\" data-id=\"39a9dcb\" 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=\"402\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-2-1-1024x515.jpg\" class=\"attachment-large size-large wp-image-991\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-2-1-1024x515.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-2-1-300x151.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-2-1-768x386.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-2-1.jpg 1082w\" 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-bb7d89a elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"bb7d89a\" 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-fa36acc\" data-id=\"fa36acc\" 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-5832bc3 elementor-widget elementor-widget-text-editor\" data-id=\"5832bc3\" 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> Carga y asentamiento de una fundaci\u00f3n (<em>Fuente<\/em>: tomado de Atkinson, 2007).<\/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-a3cdf3b elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"a3cdf3b\" 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-0b542fb\" data-id=\"0b542fb\" 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-9a9efa6 elementor-widget elementor-widget-text-editor\" data-id=\"9a9efa6\" 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 lo anterior, puede afirmarse que las fundaciones no fallan en el sentido de que ya no puedan soportar una carga, o que la carga sobre ellas haya alcanzado un m\u00e1ximo o empiece a disminuir, sino que fallan porque se alcanz\u00f3 un asentamiento l\u00edmite admisible, por encima del cual la estructura deja de ser funcional.<\/p><p>\u00a0<\/p><p>Resulta obvio mencionar que las fundaciones no deben ser cargadas con presiones cercanas a su capacidad portante <em>q<sub>c<\/sub><\/em>, ya que los asentamientos ser\u00edan demasiado grandes y la estructura probablemente sufrir\u00eda da\u00f1os (aunque no colapse).<\/p><p>\u00a0<\/p><p>As\u00ed, para limitar los asentamientos a un valor admisible <em>\u03c1<sub>a<\/sub><\/em> es necesario reducir la presi\u00f3n de apoyo a una presi\u00f3n de apoyo admisible <em>q<sub>a<\/sub><\/em>, como se muestra en la Figura 2 (b). En la pr\u00e1ctica, esto se suele conseguir aplicando un factor de carga a la capacidad portante.<\/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-0abd74b elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"0abd74b\" 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-d6faa70\" data-id=\"d6faa70\" 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-cf5cc22 elementor-widget elementor-widget-heading\" data-id=\"cf5cc22\" 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\">Efectos de condiciones de carga drenadas y no drenadas en las cimentaciones<\/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-f643dc0 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"f643dc0\" 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-32ea674\" data-id=\"32ea674\" 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-7677496 elementor-widget elementor-widget-text-editor\" data-id=\"7677496\" 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>Ya se ha mencionado que, en general, las fundaciones fallan porque se alcanzan ciertos niveles de deformaci\u00f3n, a partir de los cuales la estructura pierde su funcionalidad. Esto podr\u00eda sonar raro para quienes est\u00e1n acostumbrados a pensar en que el suelo falla por corte, generando un hundimiento repentino de la fundaci\u00f3n. Aunque este caso es factible, en la pr\u00e1ctica es muy poco frecuente y normalmente los problemas asociados a cimientos se deben a deformaciones excesivas del suelo de apoyo.<\/p><p>\u00a0<\/p><p>Ahora bien, \u00bfc\u00f3mo influyen en el comportamiento de la fundaci\u00f3n las condiciones de carga? \u00bfC\u00f3mo se producen los asentamientos bajo condiciones de carga drenadas y no drenadas?<\/p><p>\u00a0<\/p><p>Lo primero que es importante tomar en cuenta es que las condiciones de carga drenadas y no drenadas dependen de la velocidad de la carga, y estos conceptos son \u00fatiles para suelos finos, de baja permeabilidad, como arcillas francas o materiales gruesos con contenidos de part\u00edculas de arcilla superiores a 25-30%, con altos niveles de saturaci\u00f3n. Para el caso de arenas, las condiciones siempre ser\u00e1n drenadas, dada la elevada permeabilidad de este tipo de materiales.<\/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-70e29c6 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"70e29c6\" 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-aac1d35\" data-id=\"aac1d35\" 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-0a400fa elementor-widget elementor-widget-image\" data-id=\"0a400fa\" 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=\"493\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-3-1-1024x631.jpg\" class=\"attachment-large size-large wp-image-992\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-3-1-1024x631.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-3-1-300x185.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-3-1-768x474.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-3-1.jpg 1080w\" 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-bc9a902 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"bc9a902\" 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-4bfe78e\" data-id=\"4bfe78e\" 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-46439d6 elementor-widget elementor-widget-text-editor\" data-id=\"46439d6\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><a href=\"https:\/\/slidetodoc.com\/eat-212-soil-mechanics-chapter-4-shear-strength\/\"><strong>Figura 3<\/strong> Condiciones de esfuerzos para cargas drenada y no drenada<\/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-58a76ab elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"58a76ab\" 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-098af7b\" data-id=\"098af7b\" 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-863fc7a elementor-widget elementor-widget-text-editor\" data-id=\"863fc7a\" 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>Aclarado el punto, vamos a revisar la Figura 4, tomada del texto de Atkinson (2007). La parte (a) de dicha figura, muestra la presi\u00f3n de apoyo neta de una cimentaci\u00f3n, aumentada a <em>q<sub>a<\/sub><\/em> lentamente, de manera que la carga sea drenada. Para este caso, los asentamientos aumentan en paralelo con la carga hasta el valor <em>\u03c1<\/em><em><sub>d<\/sub><\/em>, como se muestra en la parte (b) de la figura. La parte (c), ilustra el efecto de la misma carga, pero aumentada r\u00e1pidamente, por lo que en este caso la carga es no drenada. Esta carga r\u00e1pida produce un asentamiento inmediato, no drenado, denominado <em>\u03c1<sub>i<\/sub><\/em>, que se se\u00f1ala en la parte (d) de la figura. La carga no drenada incrementa la presi\u00f3n de poros en el suelo debajo de la fundaci\u00f3n, y la disipaci\u00f3n de esta presi\u00f3n en exceso ocasiona que se produzcan asentamientos por consolidaci\u00f3n. El asentamiento en alg\u00fan momento <em>t<\/em> despu\u00e9s del de la consolidaci\u00f3n es <em>\u03c1<sub>t<\/sub><\/em>, y el asentamiento final que ocurre despu\u00e9s de un tiempo relativamente largo es <em>\u03c1<sub>\u221e<\/sub><\/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-e39d98d elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"e39d98d\" 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-5548e46\" data-id=\"5548e46\" 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-bda1ac1 elementor-widget elementor-widget-image\" data-id=\"bda1ac1\" 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=\"585\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-4-1-1024x749.jpg\" class=\"attachment-large size-large wp-image-993\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-4-1-1024x749.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-4-1-300x220.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-4-1-768x562.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/05\/Figura-4-1.jpg 1078w\" 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-4c5919f elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"4c5919f\" 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-b62337c\" data-id=\"b62337c\" 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-b8bd248 elementor-widget elementor-widget-text-editor\" data-id=\"b8bd248\" 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> Efecto de la velocidad de la carga en los asentamientos de una fundaci\u00f3n (<em>Fuente<\/em>: tomado de Atkinson, 2007).<\/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-0a2fb8a elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"0a2fb8a\" 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-27b8c2b\" data-id=\"27b8c2b\" 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-7c13f2a elementor-widget elementor-widget-text-editor\" data-id=\"7c13f2a\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Como se desprende del an\u00e1lisis anterior, es importante considerar el efecto de la velocidad de la carga al momento de dise\u00f1ar una fundaci\u00f3n. En general, en la pr\u00e1ctica es usual el caso ilustrado por las partes (c) y (d) de la Figura 3. En caso de que existan las condiciones para que se produzca consolidaci\u00f3n del terreno, podr\u00e1n desarrollarse deformaciones a largo plazo, hasta alcanzar <em>\u03c1<sub>\u221e<\/sub><\/em>. Caso contrario, las deformaciones ser\u00e1n a corto plazo, hasta niveles cercanos a <em>\u03c1<sub>i<\/sub><\/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-848d41f elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"848d41f\" 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-50e0da9\" data-id=\"50e0da9\" 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-9fba429 elementor-widget elementor-widget-heading\" data-id=\"9fba429\" 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\">Consideraciones para dise\u00f1o<\/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-d28d63b elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"d28d63b\" 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-350ad57\" data-id=\"350ad57\" 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-38da8fb elementor-widget elementor-widget-text-editor\" data-id=\"38da8fb\" 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>Tal como se\u00f1alan Lambe &amp; Whitman (1969), y de acuerdo a lo expuesto en las secciones anteriores, el criterio b\u00e1sico para el dise\u00f1o de una cimentaci\u00f3n es que <em>el asentamiento no debe superar cierto valor admisible<\/em>.<\/p><p>\u00a0<\/p><p>A fin de que se cumpla este criterio b\u00e1sico, deber\u00e1n estimarse todos o algunos de los siguientes valores (ver Figuras 2 y 3):<\/p><p>\u00a0<\/p><ol><li>La capacidad portante <em>q<sub>c<\/sub><\/em> (para garantizar que la cimentaci\u00f3n tiene un margen de seguridad adecuado contra el colapso).<\/li><li>La presi\u00f3n portante admisible <em>q<sub>a<\/sub><\/em> y los asentamientos drenados <em>\u03c1<sub>d<\/sub><\/em> o el asentamiento inmediato (no drenado) <em>\u03c1<sub>i<\/sub><\/em>, dependiendo de las condiciones de carga que prevalezcan en el proyecto.<\/li><li>La consolidaci\u00f3n despu\u00e9s de la carga, el asentamiento final de consolidaci\u00f3n <em>\u03c1<sub>\u221e<\/sub><\/em>, y la variaci\u00f3n del asentamiento <em>\u03c1<sub>t<\/sub><\/em> con el tiempo.<\/li><\/ol><p>\u00a0<\/p><p>Finalmente, es importante mencionar que no todas las estructuras admiten el mismo nivel de asentamientos. Un tanque de almacenamiento de fluidos, por ejemplo, tendr\u00e1 una tolerancia a las deformaciones diferente, digamos, a un equipo din\u00e1mico, una torre de un aerogenerador, o una estructura aporticada de acero. Pero este tema lo analizaremos con m\u00e1s detalle en un pr\u00f3ximo post.<\/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-ac5bfad elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ac5bfad\" 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-11c21de\" data-id=\"11c21de\" 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-db6788c elementor-widget elementor-widget-heading\" data-id=\"db6788c\" 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-66c4481 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"66c4481\" 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-ea64669\" data-id=\"ea64669\" 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-24cf135 elementor-widget elementor-widget-text-editor\" data-id=\"24cf135\" 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>Atkinson, J. (2007) <strong>\u201cThe Mechanics of Soils and Foundations\u201d<\/strong>. Second Edition. CRC Press \u2013 Taylor &amp; Francis Group. Abingdon, UK.<\/li><li>Das, B. (2009) <strong>\u201cShallow Foundations \u2013 Bearing Capacity and Settlement\u201d<\/strong>. CRC Press \u2013 Taylor &amp; Francis Group. Boca Raton, Florida, USA.<\/li><li>Lambe, W. &amp; Whitman, R. (1969) <strong>\u201cSoil Mechanics\u201d<\/strong>. John Wiley &amp; Sons, Inc. New York, USA.<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-3553c2a elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"3553c2a\" 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-5d9b999\" data-id=\"5d9b999\" 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-15d1d0f elementor-shape-circle elementor-grid-0 e-grid-align-center elementor-widget elementor-widget-social-icons\" data-id=\"15d1d0f\" 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-c1dd675 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"c1dd675\" 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-eff433c\" data-id=\"eff433c\" 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-1259be7 elementor-widget elementor-widget-heading\" data-id=\"1259be7\" 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 Entendiendo el comportamiento de las Fundaciones Superficiales Las fundaciones son las conexiones entre la superestructura y el terreno, y aunque el comportamiento de estos elementos es complejo, es necesario comprender los principios b\u00e1sicos que lo rigen. Contenidos Comportamiento de fundaciones superficiales En el texto cl\u00e1sico de Lambe &amp; Whitman (1969), se [&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-986","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>Comportamiento de Fundaciones Superficiales -<\/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\/comportamiento-de-fundaciones-superficiales\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Comportamiento de Fundaciones Superficiales -\" \/>\n<meta property=\"og:description\" content=\"Facebook Twitter Instagram Linkedin Entendiendo el comportamiento de las Fundaciones Superficiales Las fundaciones son las conexiones entre la superestructura y el terreno, y aunque el comportamiento de estos elementos es complejo, es necesario comprender los principios b\u00e1sicos que lo rigen. 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