{"id":1929,"date":"2021-11-29T09:39:42","date_gmt":"2021-11-29T09:39:42","guid":{"rendered":"https:\/\/geo-webonline.com\/?page_id=1929"},"modified":"2025-04-06T23:05:28","modified_gmt":"2025-04-06T23:05:28","slug":"metodos-para-estimar-asentamientos-a-partir-del-spt","status":"publish","type":"page","link":"https:\/\/geo-webonline.com\/en\/metodos-para-estimar-asentamientos-a-partir-del-spt\/","title":{"rendered":"Methods for estimating settlements from the spt"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"1929\" class=\"elementor elementor-1929\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-6de1c92 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"6de1c92\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container 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class=\"elementor-sub-item\" tabindex=\"-1\">Estabilidad de Taludes<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-381\"><a href=\"https:\/\/geo-webonline.com\/en\/aguas-subterraneas\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Aguas Subterraneas<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-388\"><a href=\"https:\/\/geo-webonline.com\/en\/topicos-especiales\/\" class=\"elementor-sub-item\" tabindex=\"-1\">T\u00f3picos Especiales<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-4247\"><a href=\"https:\/\/geo-webonline.com\/en\/terremoto-en-venezuela\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Terremoto en Venezuela<\/a><\/li>\n<\/ul>\n<\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1166\"><a href=\"https:\/\/geo-webonline.com\/en\/e-learning\/\" class=\"elementor-item\" 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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-d995d47\" data-id=\"d995d47\" 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-e38a5d7 elementor-widget elementor-widget-heading\" data-id=\"e38a5d7\" 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\">M\u00e9todos para estimar asentamientos a partir del SPT<\/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-ff0bd68 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ff0bd68\" 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-cd811c1\" data-id=\"cd811c1\" 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-456002e elementor-widget elementor-widget-text-editor\" data-id=\"456002e\" 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 ensayo SPT (Standard Penetration Test), es uno de los ensayos de campo m\u00e1s ampliamente utilizados alrededor del mundo, y resulta particularmente \u00fatil para estimar asentamientos a corto plazo en suelos granulares, en los cuales es pr\u00e1cticamente imposible obtener muestras imperturbadas para la realizaci\u00f3n de ensayos en laboratorio orientados a determinar su comportamiento esfuerzo-deformaci\u00f3n \u00bfQuieres aprender un poco m\u00e1s? Contin\u00faa leyendo\u2026<\/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-63ecd43 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"63ecd43\" 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-0e5b6fd\" data-id=\"0e5b6fd\" 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-626b281 elementor-toc--minimized-on-tablet elementor-widget elementor-widget-table-of-contents\" data-id=\"626b281\" 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__626b281\" 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__626b281\" 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__626b281\" 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-42a26d6 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"42a26d6\" 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-69dc531\" data-id=\"69dc531\" 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-72960ab elementor-widget elementor-widget-heading\" data-id=\"72960ab\" 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\">El ensayo SPT<\/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-d78d9c8 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"d78d9c8\" 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-4a4790f\" data-id=\"4a4790f\" 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-aa8fee6 elementor-widget elementor-widget-text-editor\" data-id=\"aa8fee6\" 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 ensayo SPT (<em>Standard Penetration Test<\/em>), es una prueba de campo que se ejecuta en una perforaci\u00f3n, y consiste, b\u00e1sicamente, en registrar el n\u00famero de golpes necesarios para hincar 30 cm en el terreno, un sacamuestras tipo cuchara partida de 2\u201d de di\u00e1metro, mediante la ca\u00edda libre de un martillo de 140 lb de peso, desde una altura de 76 cm. Por supuesto, este ensayo se encuentra normalizado, y los est\u00e1ndares de mayor uso que lo rigen son las especificaciones ISO-22476-3 y ASTM-D-1586. La Figura 1 muestra un esquema sencillo del ensayo.<\/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-bd9a1ab elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"bd9a1ab\" 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-74b718c\" data-id=\"74b718c\" 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-1ece8ba elementor-widget elementor-widget-image\" data-id=\"1ece8ba\" 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=\"768\" height=\"797\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/figura1-768x797.jpg\" class=\"attachment-medium_large size-medium_large wp-image-1932\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/figura1-768x797.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/figura1-289x300.jpg 289w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/figura1-12x12.jpg 12w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/figura1.jpg 938w\" sizes=\"(max-width: 768px) 100vw, 768px\" \/>\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-69e5cd8 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"69e5cd8\" 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-91d9a78\" data-id=\"91d9a78\" 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-5991454 elementor-widget elementor-widget-text-editor\" data-id=\"5991454\" 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> <a href=\"https:\/\/www.diccionario.geotecnia.online\/palabra\/spt\/spt-3\/\">El ensayo SPT <\/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-8130b2a elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"8130b2a\" 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-bca97d5\" data-id=\"bca97d5\" 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-8bcc896 elementor-widget elementor-widget-text-editor\" data-id=\"8bcc896\" 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 ensayo puede efectuarse empleando todo tipo de equipos (desde m\u00e1quinas port\u00e1tiles, hasta equipos modernos completamente automatizados), siendo muy importante el <em>llevar a cabo la correcci\u00f3n del valor de N<sub>SPT<\/sub> de campo considerando, para esta aplicaci\u00f3n, la eficiencia del martillo por medio del factor C<sub>E<\/sub><\/em>.<\/p><p>\u00a0<\/p><p>T\u00edpicamente, la relaci\u00f3n de energ\u00eda transmitida a las barras (ER<sub>r<\/sub>) es del orden de 50% a 60% del valor te\u00f3rico m\u00e1ximo de 475 J, a\u00fan cuando en la pr\u00e1ctica este valor puede variar de 30% a 90%, dependiendo del perforador y el equipo que se emplee para realizar el ensayo SPT (Kulhawy &amp; Mayne, 1990). De acuerdo a lo anterior, es clara la necesidad de corregir el valor de N<sub>SPT<\/sub> para considerar la energ\u00eda transmitida a las barras.<\/p><p>\u00a0<\/p><p>Seg\u00fan Amundaray (2006), se recomienda considerar C<sub>E<\/sub> = 0,75 (ER<sub>r<\/sub> = 45%) para condiciones de poco control en campo y C<sub>E<\/sub> = 1,0 (ER<sub>r<\/sub> = 60%) cuando se empleen equipos de buena calidad y procedimientos controlados de muestreo, para perforadoras equipadas con martillos Donut. Seed <em>et al<\/em> (2003), recomiendan considerar C<sub>E<\/sub> = 1,33 (ER<sub>r<\/sub> = 80%) para equipos modernos con martillos autom\u00e1ticos.<\/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-95b1589 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"95b1589\" 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-a1c865d\" data-id=\"a1c865d\" 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-a571b12 elementor-widget elementor-widget-heading\" data-id=\"a571b12\" 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\">Metodolog\u00edas para estimar asentamientos a partir del SPT<\/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-e4aa0a7 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"e4aa0a7\" 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-f7e5940\" data-id=\"f7e5940\" 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-48eb60b elementor-widget elementor-widget-text-editor\" data-id=\"48eb60b\" 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 lo largo de los a\u00f1os, se han desarrollado numerosas metodolog\u00edas para estimar asentamiento empleando el SPT. Vamos a revisar aqu\u00ed las m\u00e1s empleadas en la pr\u00e1ctica en estudios geot\u00e9cnicos rutinarios.<\/p><p>\u00a0<\/p><p>Terzagui &amp; Peck (1948) propusieron una correlaci\u00f3n basada en el valor de N<sub>60<\/sub> para estimar la capacidad portante de una fundaci\u00f3n superficial, para una asentamiento de 25 mm. Esta correlaci\u00f3n, generalizada para cualquier valor de asentamiento S<sub>e<\/sub> (en mm), deriv\u00f3 en la siguiente expresi\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-c4244ef elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"c4244ef\" 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-ddc776a\" data-id=\"ddc776a\" 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-ac517cf elementor-widget elementor-widget-image\" data-id=\"ac517cf\" 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=\"300\" height=\"85\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/formula1-300x85.jpg\" class=\"attachment-medium size-medium wp-image-1933\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/formula1-300x85.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/formula1-18x5.jpg 18w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/formula1.jpg 518w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/>\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-93eb3b7 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"93eb3b7\" 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-ef60ad8\" data-id=\"ef60ad8\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap\">\n\t\t\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-51e10b5 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"51e10b5\" 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-6e2bec5\" data-id=\"6e2bec5\" 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-498e24e elementor-widget elementor-widget-text-editor\" data-id=\"498e24e\" 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>Siendo: q = la presi\u00f3n de contacto (en kPa), B = el ancho de la fundaci\u00f3n (en m); C<sub>W<\/sub> = factor de correcci\u00f3n por la presencia del nivel fre\u00e1tico (considerado igual a 1 si el nivel fre\u00e1tico se encuentra por debajo de una profundidad igual a 2B desde la cota de asiento, e igual a 2 si se encuentra por encima de dicha profundidad); y C<sub>D<\/sub> = la correcci\u00f3n por la profundidad de empotramiento (igual a 1 \u2013 Df\/4B, siendo Df la profundidad de empotramiento).<\/p><p>\u00a0<\/p><p>Meyerhoff (1956, 1965) propuso las siguientes expresiones para estimar el asentamiento de una fundaci\u00f3n, en base a modelos analizados en laboratorio y datos de campo de asentamientos de estructuras:<\/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-3526f42 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"3526f42\" 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-c6a0a77\" data-id=\"c6a0a77\" 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-fc62f01 elementor-widget elementor-widget-image\" data-id=\"fc62f01\" 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=\"300\" height=\"81\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f2-1-300x81.jpg\" class=\"attachment-medium size-medium wp-image-1934\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f2-1-300x81.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f2-1-1024x278.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f2-1-768x209.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f2-1-1536x417.jpg 1536w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f2-1-18x5.jpg 18w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f2-1.jpg 1554w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/>\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-82bbce9 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"82bbce9\" 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-245937d\" data-id=\"245937d\" 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-a02efa0 elementor-widget elementor-widget-text-editor\" data-id=\"a02efa0\" 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>Los valores de los factores C<sub>W<\/sub> y C<sub>D<\/sub> se determinan considerando los mismos criterios propuestos por Terzaghi y Peck, anteriormente mencionados.<\/p><p>El \u00faltimo m\u00e9todos que rese\u00f1aremos aqu\u00ed, es el propuesto por Peck &amp; Bazaraa (1969), el cual no es m\u00e1s que una revisi\u00f3n del m\u00e9todo propuesto inicialmente por Terzaghi &amp; Peck en 1948. La expresi\u00f3n que proponen es la siguiente:<\/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-3bfbad7 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"3bfbad7\" 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-9af4380\" data-id=\"9af4380\" 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-5f5f35f elementor-widget elementor-widget-image\" data-id=\"5f5f35f\" 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=\"300\" height=\"86\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f3-300x86.jpg\" class=\"attachment-medium size-medium wp-image-1935\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f3-300x86.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f3-18x5.jpg 18w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f3.jpg 588w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/>\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-4c62add elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"4c62add\" 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-3ae8353\" data-id=\"3ae8353\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap\">\n\t\t\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-5c46da1 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"5c46da1\" 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-04b7446\" data-id=\"04b7446\" 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-b2b899d elementor-widget elementor-widget-text-editor\" data-id=\"b2b899d\" 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>\u00a0<\/p><p>Siendo: Se = asentamiento (en mm); q = presi\u00f3n de contacto (en kPa); B = al ancho de fundaci\u00f3n (en m);\u00a0 C<sub>W<\/sub> = factor de correcci\u00f3n por la presencia del nivel fre\u00e1tico; C<sub>D<\/sub> = la correcci\u00f3n por la profundidad de empotramiento; y (N<sub>1<\/sub>)<sub>60<\/sub> = valor de N<sub>SPT<\/sub> corregido por energ\u00eda y confinamiento.<\/p><p>\u00a0<\/p><p>El factor de correcci\u00f3n C<sub>W<\/sub> para tomar en cuenta la influencia del nivel fre\u00e1tico, se obtiene a partir de la siguiente expresi\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-75cf8d8 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"75cf8d8\" 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-3df59bf\" data-id=\"3df59bf\" 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-50f6be3 elementor-widget elementor-widget-image\" data-id=\"50f6be3\" 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=\"300\" height=\"48\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f4-300x48.jpg\" class=\"attachment-medium size-medium wp-image-1936\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f4-300x48.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f4-768x123.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f4-18x3.jpg 18w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f4.jpg 962w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/>\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-c9bd4ff elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"c9bd4ff\" 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-96b7c74\" data-id=\"96b7c74\" 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-a30789f elementor-widget elementor-widget-text-editor\" data-id=\"a30789f\" 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 esta ecuaci\u00f3n, \u03c3<sub>o<\/sub> = presi\u00f3n total de confinamiento, y \u03c3\u00b4<sub>o<\/sub> = presi\u00f3n de confinamiento efectiva, ambos estimados a una profundidad igual a 0,5B por debajo de la cota de asiento.<\/p><p>\u00a0<\/p><p>La correcci\u00f3n por confinamiento C<sub>D<\/sub> puede determinarse con la siguiente ecuaci\u00f3n, en la cual \u03b3 es el peso unitario del terreno (en kN\/m<sup>3<\/sup>):<\/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-cff8dbf elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"cff8dbf\" 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-435bce5\" data-id=\"435bce5\" 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-1aa7352 elementor-widget elementor-widget-image\" data-id=\"1aa7352\" 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=\"300\" height=\"106\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f6-300x106.jpg\" class=\"attachment-medium size-medium wp-image-1937\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f6-300x106.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f6-18x6.jpg 18w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f6.jpg 468w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/>\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-62c2fae elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"62c2fae\" 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-4421413\" data-id=\"4421413\" 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-403e3cc elementor-widget elementor-widget-text-editor\" data-id=\"403e3cc\" 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>Finalmente, la correcci\u00f3n de N<sub>SPT<\/sub> considerando el confinamiento (para la correcci\u00f3n por energ\u00eda y obtenci\u00f3n de N<sub>60<\/sub> ver el apartado 1 de este post), se efect\u00faa en base a las siguientes expresiones:<\/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-e3d8a5c elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"e3d8a5c\" 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-81fbe04\" data-id=\"81fbe04\" 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-2580148 elementor-widget elementor-widget-image\" data-id=\"2580148\" 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=\"300\" height=\"53\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f7-300x53.jpg\" class=\"attachment-medium size-medium wp-image-1938\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f7-300x53.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f7-768x136.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f7-18x3.jpg 18w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f7.jpg 846w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/>\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-75d0232 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"75d0232\" 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-a11102d\" data-id=\"a11102d\" 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-db86d61 elementor-widget elementor-widget-image\" data-id=\"db86d61\" 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=\"300\" height=\"49\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f8-300x49.jpg\" class=\"attachment-medium size-medium wp-image-1939\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f8-300x49.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f8-768x125.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f8-18x3.jpg 18w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/f8.jpg 958w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/>\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-3114608 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"3114608\" 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-7370697\" data-id=\"7370697\" 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-7404dc6 elementor-widget elementor-widget-text-editor\" data-id=\"7404dc6\" 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 pueden observar, este m\u00e9todo considera el confinamiento efectivo y el valor de N<sub>SPT<\/sub> corregido en base a dicho confinamiento y a la energ\u00eda de perforaci\u00f3n. Incluyendo estos par\u00e1metros, los asentamientos estimados en suelos gruesos a partir de valores de N<sub>SPT<\/sub> resultan relativamente cercanos a los asentamientos observados en campo.<\/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-60a49b7 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"60a49b7\" 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-24e4391\" data-id=\"24e4391\" 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-4c9aee1 elementor-widget elementor-widget-heading\" data-id=\"4c9aee1\" 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\">Profundidad de influencia y selecci\u00f3n del valor de NSPT a emplear<\/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-0e86ef5 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"0e86ef5\" 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-cf1d855\" data-id=\"cf1d855\" 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-7969ed7 elementor-widget elementor-widget-text-editor\" data-id=\"7969ed7\" 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>Un aspecto muy importante a tomar en cuenta para aplicar estos m\u00e9todos, es la profundidad de influencia de la fundaci\u00f3n, dado que dicha profundidad est\u00e1 directamente ligada a los valores de N<sub>SPT<\/sub> a emplear en las estimaciones de asentamientos.<\/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-ec891eb elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"ec891eb\" 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-0de4133\" data-id=\"0de4133\" 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-8d8d74d elementor-widget elementor-widget-image\" data-id=\"8d8d74d\" 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=\"458\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/figura2-1024x586.jpg\" class=\"attachment-large size-large wp-image-1940\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/figura2-1024x586.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/figura2-300x172.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/figura2-768x440.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/figura2-1536x879.jpg 1536w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/figura2-18x10.jpg 18w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/11\/figura2.jpg 1632w\" 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-43115aa elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"43115aa\" 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-f1f7392\" data-id=\"f1f7392\" 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-cdf1bcf elementor-widget elementor-widget-text-editor\" data-id=\"cdf1bcf\" 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> Profundidad de influencia debajo de fundaciones (<em>Fuente<\/em>: modificado de Zeitoun &amp; Wakshal, 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-d308782 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"d308782\" 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-65ba3ea\" data-id=\"65ba3ea\" 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-8078446 elementor-widget elementor-widget-text-editor\" data-id=\"8078446\" 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 general, la profundidad de influencia para la estimaci\u00f3n de asentamientos, puede considerarse te\u00f3ricamente igual a 2B debajo de la cota de asiento para zapatas aisladas, y 4B para zapatas corridas y losas, siendo B el ancho de la fundaci\u00f3n. As\u00ed, el valor de N<sub>60<\/sub> \u2013 o (N<sub>1<\/sub>)<sub>60<\/sub>, si se emplea la expresi\u00f3n propuesta por Peck &amp; Bazaraa &#8211; a considerar en las estimaciones realizadas, debe ser igual al promedio de los valores de N<sub>60<\/sub> \u2013 o (N<sub>1<\/sub>)<sub>60<\/sub> &#8211; entre la profundidad de empotramiento y una profundidad igual a 2B o 4B (seg\u00fan aplique) por debajo de la cota de asiento de la fundaci\u00f3n.<\/p><p>\u00a0<\/p><p>\u00bfCu\u00e1ndo la profundidad de influencia <em>no<\/em> ser\u00e1 igual a 4B? Pues cuando, debido a particularidades del terreno estudiado, se observe un incremento significativo de los valores de N<sub>SPT<\/sub> en la zona de influencia te\u00f3rica. Esto ser\u00eda evidencia de la presencia de un estrato de considerable rigidez, situado por debajo de un estrato menos r\u00edgido, susceptible a sufrir deformaciones. Si este fuera el caso, deben tomarse en cuenta los valores de N<sub>SPT<\/sub> del estrato menos r\u00edgido situado inmediatamente por debajo de la cota de asiento de la fundaci\u00f3n, a fin de obtener resultados m\u00e1s realistas.<\/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-03f5a9c elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"03f5a9c\" 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-04b171b\" data-id=\"04b171b\" 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-03be460 elementor-widget elementor-widget-heading\" data-id=\"03be460\" 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-d249e76 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"d249e76\" 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-8a26e47\" data-id=\"8a26e47\" 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-89eec3a elementor-widget elementor-widget-text-editor\" data-id=\"89eec3a\" 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>Amundaray, J. (2006) <strong>\u201cSuelos Potencialmente Licuables y Medidas de Remediaci\u00f3n\u201d<\/strong>. Cap\u00edtulo VIII <em>Ingenier\u00eda Forense y Estudios de Sitio<\/em>. Editado por J. Grases. Caracas, Venezuela.<\/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>Kulhawy, F. &amp; Mayne, P. (1990) <strong>\u201cManual on Estimating Soil Properties for Foundation Design\u201d<\/strong>. Prepared by Cornell University for Electric Power Research Institute. New York, USA.<\/li><li>Seed, R., Riemer, M., Cetin, K., Sancio, R., Moss, R., Bray, J., Kammerer, A., Kayen, R., Wu, J., Faris, A., Pestana, J. (2003) <strong>\u201cRecent Advances in Soil Liquefaction Engineering: A Unified and Consistent Framework\u201d<\/strong>. Earthquake Engineering Research Center, College of Engineering, University of California. Berkeley, 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-5577027 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"5577027\" 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-21e73f5\" data-id=\"21e73f5\" 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-fcf7571 elementor-shape-circle elementor-grid-0 e-grid-align-center elementor-widget elementor-widget-social-icons\" data-id=\"fcf7571\" data-element_type=\"widget\" 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