{"id":2012,"date":"2022-02-27T11:43:10","date_gmt":"2022-02-27T11:43:10","guid":{"rendered":"https:\/\/geo-webonline.com\/?page_id=2012"},"modified":"2025-04-07T01:23:41","modified_gmt":"2025-04-07T01:23:41","slug":"el-ensayo-granulometrico-por-tamizado","status":"publish","type":"page","link":"https:\/\/geo-webonline.com\/en\/el-ensayo-granulometrico-por-tamizado\/","title":{"rendered":"Sieve grain size distribution analysis"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"2012\" class=\"elementor elementor-2012\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-1f3d266 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"1f3d266\" 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 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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\" 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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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elementor-section-height-min-height elementor-hidden-desktop elementor-section-height-default elementor-section-items-middle\" data-id=\"c3070f4\" 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-8d77d8c\" data-id=\"8d77d8c\" 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-b77c05f elementor-widget__width-initial elementor-absolute elementor-widget-mobile__width-initial elementor-hidden-desktop elementor-widget elementor-widget-image\" data-id=\"b77c05f\" 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-ea9adda\" data-id=\"ea9adda\" 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-bfb49e5 elementor-hidden-desktop elementor-hidden-tablet elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"bfb49e5\" 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-4116a22\" data-id=\"4116a22\" 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-777dc33 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=\"777dc33\" 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-1-777dc33\" 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 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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 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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-979a04e elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"979a04e\" 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-5802662\" data-id=\"5802662\" 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-340b87f elementor-widget elementor-widget-heading\" data-id=\"340b87f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">El ensayo granulom\u00e9trico por tamizado<\/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-775c4e5 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"775c4e5\" 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-b08b809\" data-id=\"b08b809\" 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-d68c842 elementor-widget elementor-widget-text-editor\" data-id=\"d68c842\" 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 granulom\u00e9trico es uno de los ensayos m\u00e1s importantes dentro de la Ingenier\u00eda Geot\u00e9cnica, pues sirve para tener una idea bastante precisa de la distribuci\u00f3n de tama\u00f1os de part\u00edculas de una muestra de suelo. En este post vamos a revisar algunos puntos importantes del ensayo granulom\u00e9trico por tamizado \u00bfQuieres saber 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-9ef4bb9 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"9ef4bb9\" 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-cd9e20d\" data-id=\"cd9e20d\" 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-0cfe747 elementor-toc--minimized-on-tablet elementor-widget elementor-widget-table-of-contents\" data-id=\"0cfe747\" 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__0cfe747\" 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__0cfe747\" 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__0cfe747\" 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-8c83fa4 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"8c83fa4\" 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-c89a093\" data-id=\"c89a093\" 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-9ab11db elementor-widget elementor-widget-heading\" data-id=\"9ab11db\" 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 granulom\u00e9trico<\/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-cdaf6f0 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"cdaf6f0\" 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-c03c87f\" data-id=\"c03c87f\" 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-8261dd1 elementor-widget elementor-widget-text-editor\" data-id=\"8261dd1\" 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 an\u00e1lisis granulom\u00e9trico consiste en separar y clasificar por tama\u00f1os las part\u00edculas que componen una muestra de suelo. Esta clasificaci\u00f3n se lleva a cabo determinando la cantidad de granos de distintos tama\u00f1os, expresada como porcentaje del peso total de la muestra.\u00a0<\/p><p>\u00a0<\/p><p>Una particularidad que tienen los suelos es que, en general, los tama\u00f1os de las part\u00edculas que los componen var\u00edan en un amplio rango, que va desde part\u00edculas de gran tama\u00f1o (mayores a 4,75 mm y hasta 75 mm) como las <em>gravas<\/em>, hasta part\u00edculas que no pueden ser observadas a simple vista, como los <em>limos<\/em> (que tienen tama\u00f1os inferiores a 0,074 mm) y las <em>arcillas<\/em> (tama\u00f1os inferiores a 0,002 mm).<\/p><p>\u00a0<\/p><p>Adicionalmente, un hecho muy importante en la pr\u00e1ctica es que esta distribuci\u00f3n tan grande de tama\u00f1os puede observarse en <em>una sola muestra de suelo<\/em>. Para ilustrar esto, en la Figura 1 vemos una representaci\u00f3n a escala de diferentes part\u00edculas de suelo, que resulta muy \u00fatil para observar a simple vista las diferencias entre los tama\u00f1os de las mismas.<\/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-862d078 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"862d078\" 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-9042932\" data-id=\"9042932\" 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-bd140eb elementor-widget elementor-widget-image\" data-id=\"bd140eb\" 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=\"839\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-1-1-976x1024.jpg\" class=\"attachment-large size-large wp-image-2017\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-1-1-976x1024.jpg 976w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-1-1-286x300.jpg 286w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-1-1-768x806.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-1-1-1464x1536.jpg 1464w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-1-1-1952x2048.jpg 1952w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-1-1-11x12.jpg 11w\" 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-3babddc elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"3babddc\" 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-8ffc22e\" data-id=\"8ffc22e\" 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-5ade13d elementor-widget elementor-widget-text-editor\" data-id=\"5ade13d\" 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> Tama\u00f1os de part\u00edculas de suelo. Figura a escala (<em>Fuente<\/em>: Mitchell &amp; Soga, 2005).<\/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-4cb7ddc elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"4cb7ddc\" 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-0e43a31\" data-id=\"0e43a31\" 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-2d2964d elementor-widget elementor-widget-text-editor\" data-id=\"2d2964d\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Por otro lado en la Figura 2 se observa la denominaci\u00f3n dada a las part\u00edculas de suelo seg\u00fan su tama\u00f1o, considerando el criterio establecido en el <a href=\"https:\/\/geo-webonline.com\/sistema-unificado-de-clasificacion-del-suelo\/\">Sistema Unificado de Clasificaci\u00f3n del Suelo<\/a>, que es el sistema m\u00e1s ampliamente utilizado alrededor del mundo para estudios geot\u00e9cnicos.<\/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-80aadcf elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"80aadcf\" 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-74d2178\" data-id=\"74d2178\" 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-1d6bd3d elementor-widget elementor-widget-image\" data-id=\"1d6bd3d\" 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=\"408\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-2-1024x522.jpg\" class=\"attachment-large size-large wp-image-2021\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-2-1024x522.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-2-300x153.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-2-768x391.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-2-1536x783.jpg 1536w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-2-2048x1044.jpg 2048w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-2-18x9.jpg 18w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-d252145 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"d252145\" 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-cd6a25b\" data-id=\"cd6a25b\" 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-8cf3af2 elementor-widget elementor-widget-text-editor\" data-id=\"8cf3af2\" 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> Tama\u00f1os de part\u00edculas seg\u00fan el Sistema Unificado de Clasificaci\u00f3n del Suelo.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-7eb6b8f elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"7eb6b8f\" 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-a397cc8\" data-id=\"a397cc8\" 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-3eab51c elementor-widget elementor-widget-text-editor\" data-id=\"3eab51c\" 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 los efectos pr\u00e1cticos, el tama\u00f1o de la part\u00edcula de suelo se define como la abertura de un tamiz de malla cuadrada m\u00e1s cerrada por la cual pasa la part\u00edcula. Si la part\u00edcula es menor a 0,074 mm, el tama\u00f1o ser\u00e1 entonces el di\u00e1metro de una esfera de gravedad espec\u00edfica igual a la del suelo, que desciende en agua destilada con la misma velocidad que la part\u00edcula de suelo real.<\/p><p>\u00a0<\/p><p>De lo anterior, se desprende que el ensayo granulom\u00e9trico puede realizase por:<\/p><p>\u00a0<\/p><ol><li>Tamizado, para part\u00edculas gruesas.<\/li><li>Hidr\u00f3metro, para part\u00edculas finas (tama\u00f1os menores a 0,074 mm).<\/li><\/ol><ul><li>Combinado.<\/li><\/ul><p>\u00a0<\/p><p>Otro aspecto importante a considerar es que para identificar y clasificar las part\u00edculas finas menores a 0,074 mm, es necesario llevar a cabo los ensayos de <a href=\"https:\/\/geo-webonline.com\/los-limites-de-atterberg\/\">l\u00edmites de Atterberg<\/a> (de los que ya hemos hablado en este blog), de manera de distinguir entre limos y arcillas.<\/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-38d80ec elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"38d80ec\" 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-f5ccc0b\" data-id=\"f5ccc0b\" 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-5247f33 elementor-widget elementor-widget-heading\" data-id=\"5247f33\" 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\">\u00bfEn qu\u00e9 consiste el an\u00e1lisis granulom\u00e9trico por tamizado?<\/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-ade48b7 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ade48b7\" 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-e0d4aa3\" data-id=\"e0d4aa3\" 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-18034ca elementor-widget elementor-widget-text-editor\" data-id=\"18034ca\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>La granulometr\u00eda <em>por tamizado<\/em> se realiza para analizar la distribuci\u00f3n de tama\u00f1os de part\u00edculas de suelos gruesos, con tama\u00f1os mayores a 0,074 mm. B\u00e1sicamente, el ensayo consiste en agitar una muestra de suelo a trav\u00e9s de un conjunto de tamices, y determinar la masa del material retenido en cada tamiz. As\u00ed, comparando esta masa retenida en cada tamiz con el tama\u00f1o total de la muestra, puede determinarse el porcentaje retenido en cada tamiz y, por diferencia respecto al 100%, el porcentaje pasante.<\/p><p>\u00a0<\/p><p>El resultado del an\u00e1lisis se presenta en forma gr\u00e1fica, en la llamada <em>curva de distribuci\u00f3n de tama\u00f1os de part\u00edculas<\/em>. En general, un buen espaciamiento de los di\u00e1metros de las part\u00edculas en dicha curva, se obtendr\u00e1 si se emplea un conjunto de tamices que tengan aberturas de aproximadamente la mitad del tamiz anterior m\u00e1s grueso. As\u00ed, en la pr\u00e1ctica es com\u00fan emplear los tamices que se observan en la Figura 3.<\/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-d4dbb25 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"d4dbb25\" 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-2f9567c\" data-id=\"2f9567c\" 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-812bed2 elementor-widget elementor-widget-image\" data-id=\"812bed2\" 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=\"384\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-3.jpg\" class=\"attachment-large size-large wp-image-2025\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-3.jpg 934w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-3-300x144.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-3-768x368.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/02\/Figura-3-18x9.jpg 18w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-445b01e elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"445b01e\" 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-2136bdf\" data-id=\"2136bdf\" 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-08fed6d elementor-widget elementor-widget-text-editor\" data-id=\"08fed6d\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Figura 3<\/strong> Tamices t\u00edpicos y curva de distribuci\u00f3n de tama\u00f1os de part\u00edculas para ensayo por tamizado.<\/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-8be3daa elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"8be3daa\" 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-1793db2\" data-id=\"1793db2\" 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-4c3f27a elementor-widget elementor-widget-text-editor\" data-id=\"4c3f27a\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Por supuesto, un aspecto de suma importancia a tomar en cuenta es que la muestra a ensayar debe ser <em>representativa<\/em>, y usualmente obtenida a trav\u00e9s de un proceso de cuarteo (dependiendo del tama\u00f1o de la muestra).<\/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-8f562b9 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"8f562b9\" 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-746e94e\" data-id=\"746e94e\" 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-e85f97c elementor-widget elementor-widget-heading\" data-id=\"e85f97c\" 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\">Comentarios generales<\/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-667de33 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"667de33\" 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-b4f5fe8\" data-id=\"b4f5fe8\" 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-a69554e elementor-widget elementor-widget-text-editor\" data-id=\"a69554e\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Ya teniendo una idea de c\u00f3mo se efect\u00faa el ensayo de granulometr\u00eda por tamizado y la manera en que se presentan los resultados, les presento algunos comentarios generales, que pueden servir para comprender mejor algunos aspectos del ensayo.<\/p><p>\u00a0<\/p><ol><li>\u00bfQu\u00e9 significa el tamiz n\u00famero \u201cn\u201d? Esta suele ser una inquietud muy com\u00fan en relaci\u00f3n a la identificaci\u00f3n de los tamices. El n\u00famero \u201cn\u201d hace referencia a la cantidad de cuadrados que tiene la malla del tamiz en una pulgada lineal. As\u00ed, el tamiz #10, por ejemplo, tiene 10 cuadrados en 1 pulgada, mientras que el tamiz #200 tiene 200 cuadrados.<\/li><li>El ensayo granulom\u00e9trico t\u00edpicamente se efect\u00faa sobre una muestra secada al horno, a fin de evitar que las part\u00edculas m\u00e1s finas queden adheridas a las m\u00e1s gruesas, afectando su tama\u00f1o.<\/li><li>En algunos suelos que forman terrones, debe emplearse una maza de goma para romperlos \u00bfPor qu\u00e9 una maza de goma? Pues, sencillamente, porque si se emplea un martillo de hierro, algunas part\u00edculas de suelo podr\u00edan romperse, alterando de esta manera la muestra.<\/li><li>Cuando se tienen suelos predominantemente finos, el proceso de desterronamiento puede volverse muy complicado. Es por eso que, en estos casos, la muestra debe lavarse por el tamiz #200 (lo que eliminar\u00eda la parte fina, de tama\u00f1os menores a 0,074 mm), para posteriormente secar la muestra al horno y realizar el ensayo por tamizado.<\/li><\/ol><p>\u00a0<\/p><p>Se trata de un ensayo bastante sencillo, pero de gran utilidad en la Ingenier\u00eda Geot\u00e9cnica. En pr\u00f3ximos posts vamos a profundizar un poco en el ensayo por hidrometr\u00eda, para analizar la distribuci\u00f3n de tama\u00f1os de part\u00edculas finas, y sobre algunos par\u00e1metros (como los coeficientes de uniformidad y de curvatura) que ayudan a interpretar mejor la distribuci\u00f3n de tama\u00f1os de una muestra de suelo.<\/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-644783d elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"644783d\" 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-6f105df\" data-id=\"6f105df\" 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-869ee51 elementor-widget elementor-widget-heading\" data-id=\"869ee51\" 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-0b5379b elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"0b5379b\" 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-2fd43a8\" data-id=\"2fd43a8\" 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-1d42127 elementor-widget elementor-widget-text-editor\" data-id=\"1d42127\" 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>Das, B. (2002) <strong>\u201cSoil Mechanics Laboratory Manual\u201d<\/strong>. Fifth Edition. Engineering Press, Inc. California, USA.<\/li><li>Head, K. (1980) <strong>\u201cManual of Soil Laboratory Testing \u2013 Volume 1: Soil Classification and Compaction Tests\u201d<\/strong>. Pentech Press. London, UK.<\/li><li>Mitchell, J.K. &amp; Soga, K. (2005) <strong>\u201cFundamentals of Soil Behavior\u201d<\/strong>. Third Edition. John Wiley &amp; Sons, Inc. New Jersey, 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-c395b4c elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"c395b4c\" 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-3e7c013\" data-id=\"3e7c013\" 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-4ab6636 elementor-shape-circle elementor-grid-0 e-grid-align-center elementor-widget elementor-widget-social-icons\" data-id=\"4ab6636\" 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-66a8f80 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"66a8f80\" 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-92e6055\" data-id=\"92e6055\" 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-4be1b77 elementor-widget elementor-widget-heading\" data-id=\"4be1b77\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">2024 - geo Todos los derechos reservados \/ Desarrollo web: lubercba<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Facebook Twitter Instagram Linkedin El ensayo granulom\u00e9trico por tamizado El ensayo granulom\u00e9trico es uno de los ensayos m\u00e1s importantes dentro de la Ingenier\u00eda Geot\u00e9cnica, pues sirve para tener una idea bastante precisa de la distribuci\u00f3n de tama\u00f1os de part\u00edculas de una muestra de suelo. En este post vamos a revisar algunos puntos importantes del ensayo [&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-2012","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.0 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>El ensayo granulom\u00e9trico por tamizado -<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/geo-webonline.com\/en\/el-ensayo-granulometrico-por-tamizado\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"El ensayo granulom\u00e9trico por tamizado -\" \/>\n<meta property=\"og:description\" content=\"Facebook Twitter Instagram Linkedin El ensayo granulom\u00e9trico por tamizado El ensayo granulom\u00e9trico es uno de los ensayos m\u00e1s importantes dentro de la Ingenier\u00eda Geot\u00e9cnica, pues sirve para tener una idea bastante precisa de la distribuci\u00f3n de tama\u00f1os de part\u00edculas de una muestra de suelo. 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