{"id":3061,"date":"2023-10-04T14:37:49","date_gmt":"2023-10-04T14:37:49","guid":{"rendered":"https:\/\/geo-webonline.com\/?page_id=3061"},"modified":"2024-09-29T12:02:32","modified_gmt":"2024-09-29T12:02:32","slug":"como-estimar-el-asentamiento-de-pilotes-y-grupos-de-pilotes","status":"publish","type":"page","link":"https:\/\/geo-webonline.com\/en\/como-estimar-el-asentamiento-de-pilotes-y-grupos-de-pilotes\/","title":{"rendered":"How to estimate the settlement of single piles and pile groups?"},"content":{"rendered":"<div data-elementor-type=\"wp-page\" data-elementor-id=\"3061\" class=\"elementor elementor-3061\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-e1bd96a elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"e1bd96a\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container 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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-445c0ae elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"445c0ae\" 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-b43f496\" data-id=\"b43f496\" 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-5be4515 elementor-widget elementor-widget-heading\" data-id=\"5be4515\" 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\">How to estimate the settlement of single piles and pile groups?<\/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-484f3ac elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"484f3ac\" 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-04fa051\" data-id=\"04fa051\" 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-3820e0e elementor-widget elementor-widget-text-editor\" data-id=\"3820e0e\" 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>Like any foundation, piles experience settlements when subjected to loads from the superstructure. However, the estimation of the magnitude of such settlements, even though there are different methodologies for this purpose, constitutes one of the major sources of uncertainty in any geotechnical project involving the use of pile foundations. Do you want to know more about how to estimate the settlement of single piles and pile groups? Continue reading... <\/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-2e63a01 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"2e63a01\" 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-636474a\" data-id=\"636474a\" 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-bfa3f88 elementor-toc--minimized-on-tablet elementor-widget elementor-widget-table-of-contents\" data-id=\"bfa3f88\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;headings_by_tags&quot;:[&quot;h3&quot;],&quot;exclude_headings_by_selector&quot;:[],&quot;marker_view&quot;:&quot;numbers&quot;,&quot;no_headings_message&quot;:&quot;No headings were found on this page.&quot;,&quot;minimize_box&quot;:&quot;yes&quot;,&quot;minimized_on&quot;:&quot;tablet&quot;,&quot;hierarchical_view&quot;:&quot;yes&quot;,&quot;min_height&quot;:{&quot;unit&quot;:&quot;px&quot;,&quot;size&quot;:&quot;&quot;,&quot;sizes&quot;:[]},&quot;min_height_tablet&quot;:{&quot;unit&quot;:&quot;px&quot;,&quot;size&quot;:&quot;&quot;,&quot;sizes&quot;:[]},&quot;min_height_mobile&quot;:{&quot;unit&quot;:&quot;px&quot;,&quot;size&quot;:&quot;&quot;,&quot;sizes&quot;:[]}}\" data-widget_type=\"table-of-contents.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<div class=\"elementor-toc__header\">\n\t\t\t\t\t\t<h4 class=\"elementor-toc__header-title\">\n\t\t\t\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__bfa3f88\" 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__bfa3f88\" 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__bfa3f88\" 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-5883e3c elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"5883e3c\" 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-892728f\" data-id=\"892728f\" 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-d28c120 elementor-widget elementor-widget-heading\" data-id=\"d28c120\" 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\">Components of a single pile settlement<\/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-eef6ea5 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"eef6ea5\" 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-91693b6\" data-id=\"91693b6\" 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-14b7fad elementor-widget elementor-widget-text-editor\" data-id=\"14b7fad\" 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>As pointed out by Prof. Das (2012), the settlement of a single pile is associated with three components, which are illustrated in Figure 1:<\/p><p>\u00a0<\/p><ol><li>1.\tThe settlement that we call \"elastic\", which considers the deformation of the structural element as such, assuming an approach based on the Theory of Elasticity (i.e., this term refers to the deformation of the pile itself, based on the response of the materials that compose it to external loads).<\/li><li>2.\tThe settlement associated with the component of strenght corresponding to the pile tip.<\/li><li>3.\tThe settlement associated with the component of the strength corresponding to the pile shaft.<\/li><\/ol>\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-296f5f2 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"296f5f2\" 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-e35a727\" data-id=\"e35a727\" 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-7c5e7ef elementor-widget elementor-widget-image\" data-id=\"7c5e7ef\" 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=\"405\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-1-6-1024x518.jpg\" class=\"attachment-large size-large wp-image-3064\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-1-6-1024x518.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-1-6-300x152.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-1-6-768x388.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-1-6-1536x776.jpg 1536w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-1-6-2048x1035.jpg 2048w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-1-6-18x9.jpg 18w\" 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-41cb4bd elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"41cb4bd\" 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-7da6146\" data-id=\"7da6146\" 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-f629d59 elementor-widget elementor-widget-text-editor\" data-id=\"f629d59\" 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 class=\"translation-block\">Figure 1 Settlement components for a single pile (Source: modified from 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-59c68d8 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"59c68d8\" 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-cb0f482\" data-id=\"cb0f482\" 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-2d8d337 elementor-widget elementor-widget-text-editor\" data-id=\"2d8d337\" 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>According to the above, it is possible to state that the settlement of a single pile will depend on the stiffness associated to:<\/p><p>\u00a0<\/p><ul><li>- The material with which the pile is constructed.<\/li><li>The soil below the zone of influence of the pile tip.<\/li><li>The soil around the pile shaft.<\/li><\/ul><p>\u00a0<\/p><p>It is evident from the components that affect the settlement of the single pile, the need to properly estimate the stiffness parameters of both the pile material itself and the soil in which it will be installed.<\/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-5cf45d6 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"5cf45d6\" 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-85f82ad\" data-id=\"85f82ad\" 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-6c5aff6 elementor-widget elementor-widget-heading\" data-id=\"6c5aff6\" 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\">Settlement of single piles<\/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-127e288 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"127e288\" 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-db83d6d\" data-id=\"db83d6d\" 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-3e344fe elementor-widget elementor-widget-text-editor\" data-id=\"3e344fe\" 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 class=\"translation-block\">Over the years, numerous methods have been developed to estimate the settlement of individual piles, most of them based on theoretical approaches adjusted by means of influence factors. One of these methods is the one proposed by Vesic in 1969, published by the Transportation Research Board, in USA. Figure 1 summarizes the expressions proposed by that researcher to estimate the three settlement components outlined in the previous section.<\/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-68d6cab elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"68d6cab\" 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-166e519\" data-id=\"166e519\" 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-80c0cef elementor-widget elementor-widget-image\" data-id=\"80c0cef\" 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=\"388\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-2-7-1024x496.jpg\" class=\"attachment-large size-large wp-image-3065\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-2-7-1024x496.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-2-7-300x145.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-2-7-768x372.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-2-7-1536x744.jpg 1536w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-2-7-2048x992.jpg 2048w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-2-7-18x9.jpg 18w\" 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-40fa45a elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"40fa45a\" 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-bd7a9ad\" data-id=\"bd7a9ad\" 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-e85aa22 elementor-widget elementor-widget-text-editor\" data-id=\"e85aa22\" 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 class=\"translation-block\">Figure 2 Expresions for settlement estimations for single piles (Source: modified from Vesic, 1969, CB Das, 2012).<\/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-7d5b023 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"7d5b023\" 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-1195302\" data-id=\"1195302\" 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-011214d elementor-widget elementor-widget-text-editor\" data-id=\"011214d\" 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 class=\"translation-block\">As can be seen from the figure above, the settlement associated with the structural component of the pile is related to the acting service loads (not to increased loads) and, of course, to the pile material, reflected in the modulus of elasticity Ep, and to the pile dimensions, reflected in the factors L and Ap. Based on a very simple analysis of this expression, it is clear that the stiffer the pile (i.e. the larger its modulus of elasticity Ep), and the larger its cross-section (i.e. the larger the area at the tip Ap), the smaller the settlement associated with the structural element.<\/p><p>\u00a0<\/p><p>In relation to the settlement associated with the tip, it depends on the modulus of elasticity of the soil below the tip, in the zone of influence of the pile, up to a depth of 2 to 3 diameters below the pile tip.<\/p><p>\u00a0<\/p><p>The settlement component associated with the shaft has a similar expression to that used for the tip, except that in this case it is considered the load absorbed by the shaft, again the modulus of elasticity of the soil, and an influence factor estimated with the expression shown in the figure come into play.<\/p><p>\u00a0<\/p><p class=\"translation-block\">An important thing to note here is how to estimate the QWP and QWS loads, which are the portions of the service load absorbed by the tip and shaft, respectively. Logically, the only way to determine these parameters accurately is by performing a load test.<\/p><p>\u00a0<\/p><p class=\"translation-block\">However, Das (2012) mentions that QWS\/pL can be assumed as the average value of the estimated shaft unit strength for the pile. This assumption is based on the fact that, as we have reviewed in a previous post (see https:\/\/geo-webonline.com\/en\/interaccion-pilote-terreno-de-fundacion\/), relatively small movement is required for the pile to develop its capacity per shaft.<\/p><p>\u00a0<\/p><p class=\"translation-block\">Accordingly, assuming that the capacity per shaft is fully developed, the load associated with the settlement at the tip QWP is determined by simply subtracting the service load minus Qws.<\/p><p>\u00a0<\/p><p class=\"translation-block\">Another important aspect to take into account is the proper estimation of the modulus of elasticity of the soil, which is one of the most difficult parameters to determine in Soil Mechanics. I invite you to review two posts previously published in geo related to the best way to estimate the modulus E from the shear modulus G: https:\/\/geo-webonline.com\/que-significa-que-el-suelo-tiene-un-comportamiento-no-lineal\/ and https:\/\/geo-webonline.com\/uso-del-modulo-de-corte-g-en-analisis-de-asentamientos-de-cimentaciones-bajo-cargas-estaticas\/.<\/p><p>\u00a0<\/p><p>Although these expressions are not the most accurate of methods, they are relatively easy to apply, and serve to give an order of magnitude of the expected deformation in a pile subjected to a service load.<\/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-89e2cd4 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"89e2cd4\" 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-e02f7b7\" data-id=\"e02f7b7\" 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-ed36150 elementor-widget elementor-widget-heading\" data-id=\"ed36150\" 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\">Settlement of a group of piles<\/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-633cab2 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"633cab2\" 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-daea25c\" data-id=\"daea25c\" 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-7fe3a18 elementor-widget elementor-widget-text-editor\" data-id=\"7fe3a18\" 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 class=\"translation-block\">In relation to the settlement of a pile group, as reviewed by Das (2012), some research developed between the 1960s and 1970s showed that the settlement of a pile group, when the service load absorbed by each individual pile is similar (i.e. when there is an approximately equal distribution of the service load among each of the piles that make up the group), increases with the group width Bg and with the center-to-center spacing of the piles d.<\/p><p>\u00a0<\/p><p>Figure 3 summarizes three relatively simple expressions for the estimation of the settlement of a pile group, which can be used in routine projects.<\/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-36da54c elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"36da54c\" 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-63b7800\" data-id=\"63b7800\" 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-e827eeb elementor-widget elementor-widget-image\" data-id=\"e827eeb\" 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=\"361\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-3-4-1024x462.jpg\" class=\"attachment-large size-large wp-image-3066\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-3-4-1024x462.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-3-4-300x135.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-3-4-768x346.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-3-4-1536x692.jpg 1536w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-3-4-2048x923.jpg 2048w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/10\/Figura-3-4-18x8.jpg 18w\" 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-8953d09 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"8953d09\" 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-e79b51f\" data-id=\"e79b51f\" 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-373db0b elementor-widget elementor-widget-text-editor\" data-id=\"373db0b\" 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 class=\"translation-block\">Figure 2 Expresions for settlement estimations for single piles (Source: modified from Vesic, 1969, CB Das, 2012).<\/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-7472ff1 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"7472ff1\" 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-4c6cf88\" data-id=\"4c6cf88\" 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-8308bb7 elementor-widget elementor-widget-text-editor\" data-id=\"8308bb7\" 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>The first of the expressions is the one proposed by Vesic in 1969, which is basically based on the settlement of a single pile subjected to an equivalent load to the one it has within the group, affected by a factor depending on the geometrical characteristics of the group.<\/p><p>\u00a0<\/p><p>The other two expressions, proposed by Meyerhoff for groups of piles in sands and gravels, are based on information available from SPT and CPT field tests, which are the two most commonly employed tests around the world in routine geotechnical studies.<\/p><p>\u00a0<\/p><p>As in the case of single piles, these expressions serve to provide a preliminary estimate and an order of magnitude of the expected deformations for the pile group when subjected to service loading. For projects where more precise estimates are required, more complex models, such as those based on finite element models, should be applied.<\/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-463db0c elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"463db0c\" 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-7d761de\" data-id=\"7d761de\" 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-e078edb elementor-widget elementor-widget-heading\" data-id=\"e078edb\" 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\">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-5c23499 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"5c23499\" 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-a57c212\" data-id=\"a57c212\" 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-f050401 elementor-widget elementor-widget-text-editor\" data-id=\"f050401\" 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>Coduto, D. (2001) <strong>\u201cFoundation Design: Principles and Practice\u201d<\/strong>. Second Edition. Prentice Hall. New Jersey, USA.<\/li><li>Das, B. (2012) <strong>\u201cFundamentos de Ingenier\u00eda de Cimentaciones\u201d<\/strong>. S\u00e9ptima Edici\u00f3n. CENGAGE Learning Editores, S.A. M\u00e9xico D.F, M\u00e9xico.<\/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-9da72bf elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"9da72bf\" 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-ac7f77b\" data-id=\"ac7f77b\" 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-23ce322 elementor-shape-circle elementor-grid-0 e-grid-align-center elementor-widget elementor-widget-social-icons\" data-id=\"23ce322\" 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class=\"elementor-element elementor-element-f68534b elementor-widget elementor-widget-heading\" data-id=\"f68534b\" 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>","protected":false},"excerpt":{"rendered":"<p>Facebook Twitter Instagram Linkedin \u00bfC\u00f3mo estimar el asentamiento de pilotes y grupos de pilotes? Al igual que cualquier fundaci\u00f3n, los pilotes experimentan asentamientos cuando son sometidos a solicitaciones provenientes de la superestructura. Sin embargo, la estimaci\u00f3n de la magnitud de estos asentamientos, aun cuando existen diferentes metodolog\u00edas para ello, constituye una de las mayores fuentes [&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-3061","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.4 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>\u00bfC\u00f3mo estimar el asentamiento de pilotes y grupos de pilotes? -<\/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\/como-estimar-el-asentamiento-de-pilotes-y-grupos-de-pilotes\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"\u00bfC\u00f3mo estimar el asentamiento de pilotes y grupos de pilotes? -\" \/>\n<meta property=\"og:description\" content=\"Facebook Twitter Instagram Linkedin \u00bfC\u00f3mo estimar el asentamiento de pilotes y grupos de pilotes? Al igual que cualquier fundaci\u00f3n, los pilotes experimentan asentamientos cuando son sometidos a solicitaciones provenientes de la superestructura. 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