{"id":2954,"date":"2023-07-11T11:12:50","date_gmt":"2023-07-11T11:12:50","guid":{"rendered":"https:\/\/geo-webonline.com\/?page_id=2954"},"modified":"2025-04-06T23:03:38","modified_gmt":"2025-04-06T23:03:38","slug":"metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro","status":"publish","type":"page","link":"https:\/\/geo-webonline.com\/en\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\/","title":{"rendered":"Equivalent fluid method (EFM) for estimating lateral thrust on a wall"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"2954\" class=\"elementor elementor-2954\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-caeb5d5 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"caeb5d5\" 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-8f48455\" data-id=\"8f48455\" 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-8dd8cb9 elementor-shape-circle elementor-grid-0 e-grid-align-center elementor-widget elementor-widget-social-icons\" data-id=\"8dd8cb9\" 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-10d28fe elementor-section-full_width elementor-hidden-tablet elementor-hidden-mobile elementor-section-height-default elementor-section-height-default\" data-id=\"10d28fe\" 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-50 elementor-top-column elementor-element elementor-element-b92ec68\" data-id=\"b92ec68\" 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-7c1e07a elementor-widget__width-initial elementor-absolute elementor-widget elementor-widget-image\" data-id=\"7c1e07a\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_position&quot;:&quot;absolute&quot;}\" 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 fetchpriority=\"high\" decoding=\"async\" width=\"582\" height=\"277\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png\" class=\"attachment-large size-large wp-image-3338\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png 582w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro-300x143.png 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro-18x9.png 18w\" sizes=\"(max-width: 582px) 100vw, 582px\" \/>\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<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-6b5eaf5\" data-id=\"6b5eaf5\" 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-804b332 elementor-nav-menu__align-center elementor-nav-menu--dropdown-tablet elementor-nav-menu__text-align-aside elementor-nav-menu--toggle elementor-nav-menu--burger elementor-widget elementor-widget-nav-menu\" data-id=\"804b332\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;layout&quot;:&quot;horizontal&quot;,&quot;submenu_icon&quot;:{&quot;value&quot;:&quot;&lt;i class=\\&quot;fas fa-caret-down\\&quot; aria-hidden=\\&quot;true\\&quot;&gt;&lt;\\\/i&gt;&quot;,&quot;library&quot;:&quot;fa-solid&quot;},&quot;toggle&quot;:&quot;burger&quot;}\" data-widget_type=\"nav-menu.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t<nav aria-label=\"Menu\" class=\"elementor-nav-menu--main elementor-nav-menu__container elementor-nav-menu--layout-horizontal e--pointer-underline e--animation-fade\">\n\t\t\t\t<ul id=\"menu-1-804b332\" class=\"elementor-nav-menu\"><li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-home menu-item-1163\"><a href=\"https:\/\/geo-webonline.com\/en\/\" class=\"elementor-item\">Inicio<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1164\"><a href=\"https:\/\/geo-webonline.com\/en\/quien-soy\/\" class=\"elementor-item\">geo<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-has-children menu-item-1165\"><a href=\"https:\/\/geo-webonline.com\/en\/quieres-saber-mas\/\" class=\"elementor-item\">geo-info<\/a>\n<ul class=\"sub-menu elementor-nav-menu--dropdown\">\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1169\"><a href=\"https:\/\/geo-webonline.com\/en\/fundaciones-2\/\" class=\"elementor-sub-item\">Fundaciones<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-386\"><a href=\"https:\/\/geo-webonline.com\/en\/mecanica-de-suelos\/\" class=\"elementor-sub-item\">Mec\u00e1nica de Suelos<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-387\"><a href=\"https:\/\/geo-webonline.com\/en\/muros\/\" class=\"elementor-sub-item\">Muros<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-383\"><a href=\"https:\/\/geo-webonline.com\/en\/estabilidad-de-talues\/\" class=\"elementor-sub-item\">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\">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\">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\">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\">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\">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\">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\">Contacto<\/a><\/li>\n<\/ul>\t\t\t<\/nav>\n\t\t\t\t\t<div class=\"elementor-menu-toggle\" role=\"button\" tabindex=\"0\" aria-label=\"Menu Toggle\" aria-expanded=\"false\">\n\t\t\t<i aria-hidden=\"true\" role=\"presentation\" class=\"elementor-menu-toggle__icon--open eicon-menu-bar\"><\/i><i aria-hidden=\"true\" role=\"presentation\" class=\"elementor-menu-toggle__icon--close eicon-close\"><\/i>\t\t<\/div>\n\t\t\t\t\t<nav class=\"elementor-nav-menu--dropdown elementor-nav-menu__container\" aria-hidden=\"true\">\n\t\t\t\t<ul id=\"menu-2-804b332\" class=\"elementor-nav-menu\"><li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-home menu-item-1163\"><a href=\"https:\/\/geo-webonline.com\/en\/\" class=\"elementor-item\" tabindex=\"-1\">Inicio<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1164\"><a href=\"https:\/\/geo-webonline.com\/en\/quien-soy\/\" class=\"elementor-item\" tabindex=\"-1\">geo<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-has-children menu-item-1165\"><a href=\"https:\/\/geo-webonline.com\/en\/quieres-saber-mas\/\" class=\"elementor-item\" tabindex=\"-1\">geo-info<\/a>\n<ul class=\"sub-menu elementor-nav-menu--dropdown\">\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1169\"><a href=\"https:\/\/geo-webonline.com\/en\/fundaciones-2\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Fundaciones<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-386\"><a href=\"https:\/\/geo-webonline.com\/en\/mecanica-de-suelos\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Mec\u00e1nica de Suelos<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-387\"><a href=\"https:\/\/geo-webonline.com\/en\/muros\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Muros<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-383\"><a href=\"https:\/\/geo-webonline.com\/en\/estabilidad-de-talues\/\" 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\" 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-f9c31e0 elementor-section-full_width elementor-section-height-min-height elementor-hidden-desktop elementor-section-height-default elementor-section-items-middle\" data-id=\"f9c31e0\" 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-50 elementor-top-column elementor-element elementor-element-e93126d\" data-id=\"e93126d\" 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-8b37193 elementor-widget__width-initial elementor-absolute elementor-widget-mobile__width-initial elementor-hidden-desktop elementor-widget elementor-widget-image\" data-id=\"8b37193\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;_position&quot;:&quot;absolute&quot;}\" 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 fetchpriority=\"high\" decoding=\"async\" width=\"582\" height=\"277\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png\" class=\"attachment-large size-large wp-image-3338\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png 582w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro-300x143.png 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro-18x9.png 18w\" sizes=\"(max-width: 582px) 100vw, 582px\" \/>\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<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-20b9a88\" data-id=\"20b9a88\" 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-29812e5 elementor-hidden-desktop elementor-hidden-tablet elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"29812e5\" 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-35b596d\" data-id=\"35b596d\" 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-7af0b88 elementor-nav-menu__align-center elementor-nav-menu--dropdown-tablet elementor-nav-menu__text-align-aside elementor-nav-menu--toggle elementor-nav-menu--burger elementor-widget elementor-widget-nav-menu\" data-id=\"7af0b88\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;layout&quot;:&quot;horizontal&quot;,&quot;submenu_icon&quot;:{&quot;value&quot;:&quot;&lt;i class=\\&quot;fas fa-caret-down\\&quot; aria-hidden=\\&quot;true\\&quot;&gt;&lt;\\\/i&gt;&quot;,&quot;library&quot;:&quot;fa-solid&quot;},&quot;toggle&quot;:&quot;burger&quot;}\" data-widget_type=\"nav-menu.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t<nav aria-label=\"Menu\" class=\"elementor-nav-menu--main elementor-nav-menu__container elementor-nav-menu--layout-horizontal e--pointer-underline e--animation-fade\">\n\t\t\t\t<ul id=\"menu-1-7af0b88\" class=\"elementor-nav-menu\"><li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-home menu-item-1163\"><a href=\"https:\/\/geo-webonline.com\/en\/\" class=\"elementor-item\">Inicio<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1164\"><a href=\"https:\/\/geo-webonline.com\/en\/quien-soy\/\" class=\"elementor-item\">geo<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-has-children menu-item-1165\"><a href=\"https:\/\/geo-webonline.com\/en\/quieres-saber-mas\/\" class=\"elementor-item\">geo-info<\/a>\n<ul class=\"sub-menu elementor-nav-menu--dropdown\">\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1169\"><a href=\"https:\/\/geo-webonline.com\/en\/fundaciones-2\/\" class=\"elementor-sub-item\">Fundaciones<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-386\"><a href=\"https:\/\/geo-webonline.com\/en\/mecanica-de-suelos\/\" class=\"elementor-sub-item\">Mec\u00e1nica de Suelos<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-387\"><a href=\"https:\/\/geo-webonline.com\/en\/muros\/\" class=\"elementor-sub-item\">Muros<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-383\"><a href=\"https:\/\/geo-webonline.com\/en\/estabilidad-de-talues\/\" class=\"elementor-sub-item\">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\">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\">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\">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\">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\">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\">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\">Contacto<\/a><\/li>\n<\/ul>\t\t\t<\/nav>\n\t\t\t\t\t<div class=\"elementor-menu-toggle\" role=\"button\" tabindex=\"0\" aria-label=\"Menu Toggle\" aria-expanded=\"false\">\n\t\t\t<i aria-hidden=\"true\" role=\"presentation\" class=\"elementor-menu-toggle__icon--open eicon-menu-bar\"><\/i><i aria-hidden=\"true\" role=\"presentation\" class=\"elementor-menu-toggle__icon--close eicon-close\"><\/i>\t\t<\/div>\n\t\t\t\t\t<nav class=\"elementor-nav-menu--dropdown elementor-nav-menu__container\" aria-hidden=\"true\">\n\t\t\t\t<ul id=\"menu-2-7af0b88\" class=\"elementor-nav-menu\"><li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-home menu-item-1163\"><a href=\"https:\/\/geo-webonline.com\/en\/\" class=\"elementor-item\" tabindex=\"-1\">Inicio<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1164\"><a href=\"https:\/\/geo-webonline.com\/en\/quien-soy\/\" class=\"elementor-item\" tabindex=\"-1\">geo<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-has-children menu-item-1165\"><a href=\"https:\/\/geo-webonline.com\/en\/quieres-saber-mas\/\" class=\"elementor-item\" tabindex=\"-1\">geo-info<\/a>\n<ul class=\"sub-menu elementor-nav-menu--dropdown\">\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1169\"><a href=\"https:\/\/geo-webonline.com\/en\/fundaciones-2\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Fundaciones<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-386\"><a href=\"https:\/\/geo-webonline.com\/en\/mecanica-de-suelos\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Mec\u00e1nica de Suelos<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-387\"><a href=\"https:\/\/geo-webonline.com\/en\/muros\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Muros<\/a><\/li>\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-383\"><a href=\"https:\/\/geo-webonline.com\/en\/estabilidad-de-talues\/\" 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\" 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-7a68823 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"7a68823\" 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-2c658d7\" data-id=\"2c658d7\" 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-886a89b elementor-widget elementor-widget-heading\" data-id=\"886a89b\" 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\u00e9todo del Fluido Equivalente (MFE) para estimar el empuje lateral sobre un muro<\/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-4facaaa elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"4facaaa\" 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-5a1c8e5\" data-id=\"5a1c8e5\" 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-324d664 elementor-widget elementor-widget-text-editor\" data-id=\"324d664\" 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>La presi\u00f3n de fluido equivalente (PFE) es una simplificaci\u00f3n de la carga lateral que ejerce el suelo sobre un muro de contenci\u00f3n. Este fluido equivalente se refiere a un fluido hipot\u00e9tico, de peso unitario tal que produce una presi\u00f3n contra un soporte lateral cuyo valor es aproximadamente el que producir\u00eda un suelo real \u00bfQuieres aprender m\u00e1s sobre este tema? Contin\u00faa leyendo el post\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-7a18839 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"7a18839\" 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-e2630ea\" data-id=\"e2630ea\" 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-c286326 elementor-toc--minimized-on-tablet elementor-widget elementor-widget-table-of-contents\" data-id=\"c286326\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;headings_by_tags&quot;:[&quot;h3&quot;],&quot;exclude_headings_by_selector&quot;:[],&quot;no_headings_message&quot;:&quot;No headings were found on this page.&quot;,&quot;marker_view&quot;:&quot;numbers&quot;,&quot;minimize_box&quot;:&quot;yes&quot;,&quot;minimized_on&quot;:&quot;tablet&quot;,&quot;hierarchical_view&quot;:&quot;yes&quot;,&quot;min_height&quot;:{&quot;unit&quot;:&quot;px&quot;,&quot;size&quot;:&quot;&quot;,&quot;sizes&quot;:[]},&quot;min_height_tablet&quot;:{&quot;unit&quot;:&quot;px&quot;,&quot;size&quot;:&quot;&quot;,&quot;sizes&quot;:[]},&quot;min_height_mobile&quot;:{&quot;unit&quot;:&quot;px&quot;,&quot;size&quot;:&quot;&quot;,&quot;sizes&quot;:[]}}\" data-widget_type=\"table-of-contents.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<div class=\"elementor-toc__header\">\n\t\t\t\t\t\t<h4 class=\"elementor-toc__header-title\">\n\t\t\t\tContenido\t\t\t<\/h4>\n\t\t\t\t\t\t\t\t\t\t<div class=\"elementor-toc__toggle-button elementor-toc__toggle-button--expand\" role=\"button\" tabindex=\"0\" aria-controls=\"elementor-toc__c286326\" 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__c286326\" 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__c286326\" 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-71d5738 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"71d5738\" 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-89e94e9\" data-id=\"89e94e9\" 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-07950ff elementor-widget elementor-widget-heading\" data-id=\"07950ff\" 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\">M\u00e9todo del fluido equivalente (MFE) para estimar empuje de tierras<\/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-148846c elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"148846c\" 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-17268f3\" data-id=\"17268f3\" 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-6b52c6d elementor-widget elementor-widget-text-editor\" data-id=\"6b52c6d\" 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, es posible asumir que la distribuci\u00f3n te\u00f3rica de la presi\u00f3n lateral de tierras generada por un relleno granular sobre un muro, tiene forma triangular (Coduto, 2001). Esta es la misma forma que se asumir\u00eda para el caso de un muro que fuera cargado por un fluido en lugar del suelo. De acuerdo con ello, si dicho fluido tuviera el peso unitario apropiado, la magnitud de la presi\u00f3n lateral ejercida sobre el muro ser\u00eda igual a la de la presi\u00f3n ejercida por el suelo. Esta es la idea b\u00e1sica del m\u00e9todo del fluido equivalente (MEF).<\/p><p>\u00a0<\/p><p>El MEF tiene su origen en el documento <em>Standard Specifications for Highway Bridges<\/em>, publicado por la <em>American Association of State Highway Officials<\/em> de USA en la d\u00e9cada de 1950. En dicho documento se establec\u00eda que todas las estructuras de contenci\u00f3n de tierras deb\u00edan tener un dise\u00f1o capaz de soportar una presi\u00f3n m\u00ednima generada por un fluido de peso unitario igual a 30 pcf (4.9 kN\/m<sup>3<\/sup>). Sin embargo, este m\u00e9todo de an\u00e1lisis de presiones y muros de contenci\u00f3n ha sido objeto de escrutinio a lo largo de los a\u00f1os a fin de validar su aplicabilidad en el dise\u00f1o, lo cual ha derivado en una serie de valores t\u00edpicos de peso unitario de fluido equivalente a utilizar en problemas pr\u00e1cticos. Estos valores t\u00edpicos se muestran m\u00e1s adelante en este mismo post.<\/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-2cbf663 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"2cbf663\" 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-5bd2ca6\" data-id=\"5bd2ca6\" 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-5460bc4 elementor-widget elementor-widget-heading\" data-id=\"5460bc4\" 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\">Ecuaciones de Rankine y Coulumb en el marco del MFE<\/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-3a218e5 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"3a218e5\" 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-803e4e9\" data-id=\"803e4e9\" 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-47a725f elementor-widget elementor-widget-text-editor\" data-id=\"47a725f\" 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 con este enfoque, los ingenieros y dise\u00f1adores pueden entonces aplicar la idea impl\u00edcita en el MFE. De esta manera, en lugar de estimar valores del coeficiente de presi\u00f3n lateral de tierra <em>K<\/em> (en su caso activo, pasivo o de reposo), es posible describir el empuje de tierras empleando el <em>peso unitario del fluido equivalente<\/em> <em>G<sub>h<\/sub><\/em>, correspondiente, como se mencion\u00f3 anteriormente, a un fluido ficticio que impondr\u00eda un nivel de empuje sobre un muro equivalente al que ejercer\u00eda el suelo. La componente vertical de la presi\u00f3n de tierras, <em>G<sub>v<\/sub><\/em>, tambi\u00e9n puede expresarse a trav\u00e9s del MFE.<\/p><p>\u00a0<\/p><p>De acuerdo a lo anterior, las fuerzas normal y de corte actuando sobre un muro pueden ser expresadas como se muestra en la Figura 1.<\/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-4704996 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"4704996\" 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-a1c436e\" data-id=\"a1c436e\" 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-ea52fce elementor-widget elementor-widget-image\" data-id=\"ea52fce\" 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=\"507\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig1-1024x649.jpg\" class=\"attachment-large size-large wp-image-2956\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig1-1024x649.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig1-300x190.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig1-768x487.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig1-1536x973.jpg 1536w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig1-18x12.jpg 18w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig1.jpg 1840w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-eeeb295 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"eeeb295\" 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-9911581\" data-id=\"9911581\" 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-0c790ef elementor-widget elementor-widget-text-editor\" data-id=\"0c790ef\" 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> Determinaci\u00f3n de fuerzas horizontal y vertical actuantes sobre un muro en base al MEF<\/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-cb65884 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"cb65884\" 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-e1174c1\" data-id=\"e1174c1\" 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-696aa28 elementor-widget elementor-widget-text-editor\" data-id=\"696aa28\" 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>En la figura anterior: <em>P<sub>a<\/sub>\/b<\/em> = fuerza normal actuante entre el relleno y el muro por unidad de longitud de muro; <em>V<sub>a<\/sub>\/b<\/em> = fuerza de corte entre el relleno y el muro por unidad de longitud de muro; <em>G<sub>h<\/sub>, G<sub>v<\/sub><\/em> = pesos unitarios del fluido equivalente en las direcciones horizontal y vertical; <em>H<\/em> = altura del muro; <em>\u03b2<\/em> = inclinaci\u00f3n del relleno.<\/p><p>\u00a0<\/p><p>Por otro lado, considerando las expresiones para estimar las fuerzas normal y de corte actuantes en el trasd\u00f3s de un muro con relleno granular con cohesi\u00f3n nula (esto es <em>c <\/em>= 0), es posible expresar los pesos unitarios equivalentes en funci\u00f3n de los coeficientes de empuje lateral de tierras propuestos seg\u00fan las teor\u00edas de Rankine y Coulomb como sigue (Coduto, 2001):<\/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-1fac941 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"1fac941\" 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-9c215b0\" data-id=\"9c215b0\" 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-bac5b5e elementor-widget elementor-widget-image\" data-id=\"bac5b5e\" 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=\"261\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig2-1024x334.jpg\" class=\"attachment-large size-large wp-image-2957\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig2-1024x334.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig2-300x98.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig2-768x250.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig2-1536x501.jpg 1536w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig2-18x6.jpg 18w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig2.jpg 1840w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-cf81e4d elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"cf81e4d\" 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-1c5462b\" data-id=\"1c5462b\" 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-ff3c325 elementor-widget elementor-widget-text-editor\" data-id=\"ff3c325\" 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: <em>\u03b3<\/em> = peso unitario del suelo; <em>K<sub>a<\/sub><\/em> = coeficiente activo de empuje de tierras determinado a partir de la Teor\u00eda de Rankine o de la de Coulomb; <em>\u03b2<\/em> = inclinaci\u00f3n del relleno en el trasd\u00f3s del muro; <em>\u03b4<\/em> = \u00e1ngulo de fricci\u00f3n en la interfase suelo-muro.<\/p><p>As\u00ed, conocidos el peso unitario y el \u00e1ngulo de fricci\u00f3n interna del relleno, y el \u00e1ngulo de inclinaci\u00f3n del muro, es posible estimar los valores del peso unitario del fluido equivalente, considerando o bien el enfoque de Rankine o bien el de Coulomb, seg\u00fan las preferencias del dise\u00f1ador.<\/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-85f9490 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"85f9490\" 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-7b065ff\" data-id=\"7b065ff\" 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-2f4e4fa elementor-widget elementor-widget-heading\" data-id=\"2f4e4fa\" 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\">Valores de empuje de tierras seg\u00fan el MFE a emplear en 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-3d2213a elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"3d2213a\" 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-3c20da3\" data-id=\"3c20da3\" 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-4b93d89 elementor-widget elementor-widget-text-editor\" data-id=\"4b93d89\" 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 la Tabla 1 se presentan valores estimados del peso unitario equivalente <em>G<sub>h<\/sub><\/em> para diferentes tipos de suelos granulares, tanto para el caso activo como para el estado de reposo (esto es, bajo condiciones de <em>K<sub>o<\/sub><\/em>). Seg\u00fan Coduto (2001), los valores de presi\u00f3n activa pueden ser empleados en muros tipo cantil\u00e9ver, mientras que los de presi\u00f3n en reposo para muros arriostrados. En cualquier caso, la altura del muro no debe ser superior a 2,5 m.<\/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-c9fea19 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"c9fea19\" 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-8407eac\" data-id=\"8407eac\" 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-313880f elementor-widget elementor-widget-text-editor\" data-id=\"313880f\" 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>Tabla 1<\/strong> Valores de peso unitario equivalente para diferentes tipos de materiales granulares y altura m\u00e1xima del muro <em>H <\/em>= 2,5 m (<em>Fuente<\/em>: Coduto, 2001).<\/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-c9f0c9f elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"c9f0c9f\" 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-583ae08\" data-id=\"583ae08\" 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-8acfbd2 elementor-widget elementor-widget-image\" data-id=\"8acfbd2\" 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=\"851\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig3-963x1024.jpg\" class=\"attachment-large size-large wp-image-2961\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig3-963x1024.jpg 963w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig3-282x300.jpg 282w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig3-768x817.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig3-1445x1536.jpg 1445w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig3-11x12.jpg 11w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2023\/07\/fig3.jpg 1678w\" 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-0596b29 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"0596b29\" 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-cb3595a\" data-id=\"cb3595a\" 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-5365fb3 elementor-widget elementor-widget-text-editor\" data-id=\"5365fb3\" 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 conclusi\u00f3n, vale la pena mencionar que, en base al enfoque aqu\u00ed expuesto, los Ingenieros Geot\u00e9cnicos pueden desarrollar valores de dise\u00f1o del peso unitario de fluido equivalente para diferentes tipos de rellenos granulares, y posteriormente presentarlos al Ingeniero Estructural, quien podr\u00e1 efectuar el dise\u00f1o aplicando los principios de est\u00e1tica de fluidos.<\/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-2b1c760 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"2b1c760\" 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-eb892b3\" data-id=\"eb892b3\" 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-f61a246 elementor-widget elementor-widget-heading\" data-id=\"f61a246\" 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-ea080e0 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ea080e0\" 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-1175122\" data-id=\"1175122\" 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-34002f9 elementor-widget elementor-widget-text-editor\" data-id=\"34002f9\" 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>Coduto, D. (2001) <strong>\u201cFoundation Design: Principles and Practices\u201d<\/strong>. Second Edition. Prentice Hall. New Jersey, USA.<\/li><li>O\u00b4Rourke, T. &amp; Jones, C. (1990) <strong>\u201cOverview of Earth Retention Systems\u201d<\/strong>. Proceeding Paper. Part of <a href=\"https:\/\/cedb.asce.org\/CEDBsearch\/record.jsp?dockey=0067843\"><em>Design and Performance of Earth Retaining Structures<\/em><\/a>. Ithaca, 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-ad1d7fa elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"ad1d7fa\" 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-4dc16d7\" data-id=\"4dc16d7\" 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-1a62a5f elementor-shape-circle elementor-grid-0 e-grid-align-center elementor-widget elementor-widget-social-icons\" data-id=\"1a62a5f\" 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-745a590 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"745a590\" 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-f54ef28\" data-id=\"f54ef28\" 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-e76794c elementor-widget elementor-widget-heading\" data-id=\"e76794c\" 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 M\u00e9todo del Fluido Equivalente (MFE) para estimar el empuje lateral sobre un muro La presi\u00f3n de fluido equivalente (PFE) es una simplificaci\u00f3n de la carga lateral que ejerce el suelo sobre un muro de contenci\u00f3n. Este fluido equivalente se refiere a un fluido hipot\u00e9tico, de peso unitario tal que produce una [&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-2954","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>M\u00e9todo del Fluido Equivalente (MFE) para estimar el empuje lateral sobre un muro -<\/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\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"M\u00e9todo del Fluido Equivalente (MFE) para estimar el empuje lateral sobre un muro -\" \/>\n<meta property=\"og:description\" content=\"Facebook Twitter Instagram Linkedin M\u00e9todo del Fluido Equivalente (MFE) para estimar el empuje lateral sobre un muro La presi\u00f3n de fluido equivalente (PFE) es una simplificaci\u00f3n de la carga lateral que ejerce el suelo sobre un muro de contenci\u00f3n. Este fluido equivalente se refiere a un fluido hipot\u00e9tico, de peso unitario tal que produce una [&hellip;]\" \/>\n<meta property=\"og:url\" content=\"https:\/\/geo-webonline.com\/en\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\/\" \/>\n<meta property=\"article:modified_time\" content=\"2025-04-06T23:03:38+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png\" \/>\n\t<meta property=\"og:image:width\" content=\"582\" \/>\n\t<meta property=\"og:image:height\" content=\"277\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/png\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data1\" content=\"6 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/geo-webonline.com\\\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\\\/\",\"url\":\"https:\\\/\\\/geo-webonline.com\\\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\\\/\",\"name\":\"M\u00e9todo del Fluido Equivalente (MFE) para estimar el empuje lateral sobre un muro -\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/geo-webonline.com\\\/#website\"},\"primaryImageOfPage\":{\"@id\":\"https:\\\/\\\/geo-webonline.com\\\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\\\/#primaryimage\"},\"image\":{\"@id\":\"https:\\\/\\\/geo-webonline.com\\\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\\\/#primaryimage\"},\"thumbnailUrl\":\"https:\\\/\\\/geo-webonline.com\\\/wp-content\\\/uploads\\\/2024\\\/07\\\/logosgeonewalvaro.png\",\"datePublished\":\"2023-07-11T11:12:50+00:00\",\"dateModified\":\"2025-04-06T23:03:38+00:00\",\"breadcrumb\":{\"@id\":\"https:\\\/\\\/geo-webonline.com\\\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\\\/#breadcrumb\"},\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\\\/\\\/geo-webonline.com\\\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\\\/\"]}]},{\"@type\":\"ImageObject\",\"inLanguage\":\"en-US\",\"@id\":\"https:\\\/\\\/geo-webonline.com\\\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\\\/#primaryimage\",\"url\":\"https:\\\/\\\/geo-webonline.com\\\/wp-content\\\/uploads\\\/2024\\\/07\\\/logosgeonewalvaro.png\",\"contentUrl\":\"https:\\\/\\\/geo-webonline.com\\\/wp-content\\\/uploads\\\/2024\\\/07\\\/logosgeonewalvaro.png\"},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/geo-webonline.com\\\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\\\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Portada\",\"item\":\"https:\\\/\\\/geo-webonline.com\\\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"M\u00e9todo del Fluido Equivalente (MFE) para estimar el empuje lateral sobre un muro\"}]},{\"@type\":\"WebSite\",\"@id\":\"https:\\\/\\\/geo-webonline.com\\\/#website\",\"url\":\"https:\\\/\\\/geo-webonline.com\\\/\",\"name\":\"\",\"description\":\"El Blog de Alvaro Boiero\",\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\\\/\\\/geo-webonline.com\\\/?s={search_term_string}\"},\"query-input\":{\"@type\":\"PropertyValueSpecification\",\"valueRequired\":true,\"valueName\":\"search_term_string\"}}],\"inLanguage\":\"en-US\"}]}<\/script>\n<!-- \/ Yoast SEO plugin. -->","yoast_head_json":{"title":"M\u00e9todo del Fluido Equivalente (MFE) para estimar el empuje lateral sobre un muro -","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/geo-webonline.com\/en\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\/","og_locale":"en_US","og_type":"article","og_title":"M\u00e9todo del Fluido Equivalente (MFE) para estimar el empuje lateral sobre un muro -","og_description":"Facebook Twitter Instagram Linkedin M\u00e9todo del Fluido Equivalente (MFE) para estimar el empuje lateral sobre un muro La presi\u00f3n de fluido equivalente (PFE) es una simplificaci\u00f3n de la carga lateral que ejerce el suelo sobre un muro de contenci\u00f3n. Este fluido equivalente se refiere a un fluido hipot\u00e9tico, de peso unitario tal que produce una [&hellip;]","og_url":"https:\/\/geo-webonline.com\/en\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\/","article_modified_time":"2025-04-06T23:03:38+00:00","og_image":[{"width":582,"height":277,"url":"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png","type":"image\/png"}],"twitter_card":"summary_large_image","twitter_misc":{"Est. reading time":"6 minutes"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/geo-webonline.com\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\/","url":"https:\/\/geo-webonline.com\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\/","name":"M\u00e9todo del Fluido Equivalente (MFE) para estimar el empuje lateral sobre un muro -","isPartOf":{"@id":"https:\/\/geo-webonline.com\/#website"},"primaryImageOfPage":{"@id":"https:\/\/geo-webonline.com\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\/#primaryimage"},"image":{"@id":"https:\/\/geo-webonline.com\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\/#primaryimage"},"thumbnailUrl":"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png","datePublished":"2023-07-11T11:12:50+00:00","dateModified":"2025-04-06T23:03:38+00:00","breadcrumb":{"@id":"https:\/\/geo-webonline.com\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\/#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["https:\/\/geo-webonline.com\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\/"]}]},{"@type":"ImageObject","inLanguage":"en-US","@id":"https:\/\/geo-webonline.com\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\/#primaryimage","url":"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png","contentUrl":"https:\/\/geo-webonline.com\/wp-content\/uploads\/2024\/07\/logosgeonewalvaro.png"},{"@type":"BreadcrumbList","@id":"https:\/\/geo-webonline.com\/metodo-del-fluido-equivalente-mfe-para-estimar-el-empuje-lateral-sobre-un-muro\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Portada","item":"https:\/\/geo-webonline.com\/"},{"@type":"ListItem","position":2,"name":"M\u00e9todo del Fluido Equivalente (MFE) para estimar el empuje lateral sobre un muro"}]},{"@type":"WebSite","@id":"https:\/\/geo-webonline.com\/#website","url":"https:\/\/geo-webonline.com\/","name":"","description":"El Blog de Alvaro Boiero","potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/geo-webonline.com\/?s={search_term_string}"},"query-input":{"@type":"PropertyValueSpecification","valueRequired":true,"valueName":"search_term_string"}}],"inLanguage":"en-US"}]}},"_links":{"self":[{"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/pages\/2954","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/comments?post=2954"}],"version-history":[{"count":16,"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/pages\/2954\/revisions"}],"predecessor-version":[{"id":4000,"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/pages\/2954\/revisions\/4000"}],"wp:attachment":[{"href":"https:\/\/geo-webonline.com\/en\/wp-json\/wp\/v2\/media?parent=2954"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}