{"id":2385,"date":"2022-10-08T23:54:25","date_gmt":"2022-10-08T23:54:25","guid":{"rendered":"https:\/\/geo-webonline.com\/?page_id=2385"},"modified":"2025-04-07T01:21:06","modified_gmt":"2025-04-07T01:21:06","slug":"el-ensayo-granulometrico-por-hidrometro","status":"publish","type":"page","link":"https:\/\/geo-webonline.com\/en\/el-ensayo-granulometrico-por-hidrometro\/","title":{"rendered":"The hydrometer test for soils"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"2385\" class=\"elementor elementor-2385\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-f565041 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"f565041\" 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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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-a4e74f0 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"a4e74f0\" 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-86126ce\" data-id=\"86126ce\" 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-71ec46a elementor-widget elementor-widget-heading\" data-id=\"71ec46a\" 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 hidr\u00f3metro<\/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-ec532d4 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ec532d4\" 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-1e654e5\" data-id=\"1e654e5\" 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-a064c2a elementor-widget elementor-widget-text-editor\" data-id=\"a064c2a\" 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 por hidr\u00f3metro es fundamental para estimar la distribuci\u00f3n de tama\u00f1os de part\u00edculas pasantes por el tamiz #200. A partir de esta prueba, es posible determinar la proporci\u00f3n de limos y arcillas en una muestra de suelo, informaci\u00f3n de suma importancia para predecir el comportamiento del terreno \u00bfQuieres aprender m\u00e1s sobre los fundamentos de este ensayo y su aplicaci\u00f3n en la Ingenier\u00eda Geot\u00e9cnica? Contin\u00faa leyendo este 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-ad77596 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ad77596\" 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-aa5db50\" data-id=\"aa5db50\" 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-1d99821 elementor-toc--minimized-on-tablet elementor-widget elementor-widget-table-of-contents\" data-id=\"1d99821\" 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__1d99821\" 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__1d99821\" 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__1d99821\" 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-d1ae0a2 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"d1ae0a2\" 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-a465eb9\" data-id=\"a465eb9\" 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-b6eb3d8 elementor-widget elementor-widget-heading\" data-id=\"b6eb3d8\" 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\">Fundamentos del ensayo granulom\u00e9trico por hidr\u00f3metro<\/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-e8fcfee elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"e8fcfee\" 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-9b5925d\" data-id=\"9b5925d\" 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-a63249a elementor-widget elementor-widget-text-editor\" data-id=\"a63249a\" 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>Puesto que <a href=\"https:\/\/geo-webonline.com\/el-ensayo-granulometrico-por-tamizado\/\">el an\u00e1lisis granulom\u00e9trico mediante tamizado<\/a> resulta impr\u00e1ctico para part\u00edculas de tama\u00f1os inferiores a 0,076 mm (correspondiente a la abertura del tamiz #200), para suelos finos puede emplearse el ensayo de hidrometr\u00eda.<\/p><p>\u00a0<\/p><p>En el an\u00e1lisis hidrom\u00e9trico, una muestra de suelo es dispersada en agua, y posteriormente se deja la soluci\u00f3n en reposo, de manera que las part\u00edculas de suelo sedimenten individualmente. Desde el punto de vista pr\u00e1ctico, se asume que las part\u00edculas son esf\u00e9ricas, y que el proceso sigue la Ley de Stokes.<\/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-e35ba9b elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"e35ba9b\" 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-e41f614\" data-id=\"e41f614\" 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-af2db79 elementor-widget elementor-widget-image\" data-id=\"af2db79\" 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=\"392\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-1-1024x502.jpg\" class=\"attachment-large size-large wp-image-2387\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-1-1024x502.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-1-300x147.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-1-768x376.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-1-1536x752.jpg 1536w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-1-2048x1003.jpg 2048w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-1-18x9.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-38766b7 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"38766b7\" 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-de35bbc\" data-id=\"de35bbc\" 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-81ff6ec elementor-widget elementor-widget-text-editor\" data-id=\"81ff6ec\" 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> La Ley de Stokes<\/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-420d741 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"420d741\" 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-ad86a91\" data-id=\"ad86a91\" 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-d9231a6 elementor-widget elementor-widget-text-editor\" data-id=\"d9231a6\" 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>Dicha ley, enunciada hacia 1850, establece que existe una relaci\u00f3n directa entre la velocidad de sedimentaci\u00f3n de una part\u00edcula en un fluido y el tama\u00f1o de la part\u00edcula. Adaptando este principio a la Mec\u00e1nica de Suelos, esto significa que la velocidad de sedimentaci\u00f3n de las part\u00edculas s\u00f3lidas de una muestra de suelo es directamente proporcional a su tama\u00f1o, y que a medida que pase el tiempo, las part\u00edculas m\u00e1s grandes sedimentar\u00e1n m\u00e1s r\u00e1pidamente que las de menor tama\u00f1o. En base a lo anterior, es posible obtener el valor de cierto <em>di\u00e1metro equivalente<\/em> de una esfera, cuya gravedad espec\u00edfica es la misma que la de las part\u00edculas de suelo cuya distribuci\u00f3n granulom\u00e9trica se est\u00e1 analizando, durante un proceso de sedimentaci\u00f3n.<\/p><p>\u00a0<\/p><p>El hidr\u00f3metro es un instrumento de medici\u00f3n, desarrollado a partir de las investigaciones del qu\u00edmico brit\u00e1nico William Nicholson a finales del siglo XVIII, con el cual es posible medir la concentraci\u00f3n de una suspensi\u00f3n suelo-agua a cierta profundidad <em>L<\/em>. As\u00ed, es posible estimar el di\u00e1metro de las part\u00edculas que se asentaron por debajo de <em>L <\/em>en un tiempo <em>t<\/em> desde el inicio de la prueba, a partir de la Ley de Stokes antes mencionada.<\/p><p>\u00a0<\/p><p>B\u00e1sicamente, el ensayo hidrom\u00e9trico consiste en preparar 1.000 mL de una soluci\u00f3n de aproximadamente 50 g de material pasante por el tamiz #40, agitarla (de manera de alcanzar cierta homogeneizaci\u00f3n), y posteriormente dejarla reposar para que se produzca la sedimentaci\u00f3n de las part\u00edculas. Durante este proceso, se toman lecturas con el hidr\u00f3metro a diferentes tiempos (usualmente a los 15 s, 30 s, 1 min, 2 min, 4 min, 15 min, 30 min, 1 h, 2 hs, 4 hs, 8 hs, 16 hs, y 24 hs), y posteriormente se efect\u00faan los c\u00e1lculos correspondientes, siguiendo los principios antes mencionados. En la Figura 2 se ilustra el proceso brevemente descrito hasta aqu\u00ed.<\/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-c7ccdd2 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"c7ccdd2\" 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-b05e004\" data-id=\"b05e004\" 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-a21694d elementor-widget elementor-widget-image\" data-id=\"a21694d\" 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=\"392\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-2-1024x502.jpg\" class=\"attachment-large size-large wp-image-2388\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-2-1024x502.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-2-300x147.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-2-768x377.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-2-1536x753.jpg 1536w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-2-2048x1004.jpg 2048w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/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-6f5a0e0 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"6f5a0e0\" 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-c06726f\" data-id=\"c06726f\" 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-8d82184 elementor-widget elementor-widget-text-editor\" data-id=\"8d82184\" 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> Fundamentos del ensayo de hidrometr\u00eda<\/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-b5e6901 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"b5e6901\" 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-7321fa3\" data-id=\"7321fa3\" 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-1de181b elementor-widget elementor-widget-text-editor\" data-id=\"1de181b\" 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>Resulta oportuno mencionar que en el laboratorio de Mec\u00e1nica de Suelos se emplea el hidr\u00f3metro ASTM 152 H. Asimismo, a fin de limitar la formaci\u00f3n de fl\u00f3culos entre las part\u00edculas de suelo, se agrega a la soluci\u00f3n un agente dispersivo, usualmente hexametafosfato de sodio. De esta manera, se analizar\u00e1 la distribuci\u00f3n de tama\u00f1os de manera mucho m\u00e1s precisa.<\/p><p>\u00a0<\/p><p>Desde el punto de vista normativo, los est\u00e1ndares ASTM D-422 y AASTHO T-88 incluyen el procedimiento detallado de este ensayo, por lo que resultar\u00eda oportuno revisarlos.<\/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-9ebced4 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"9ebced4\" 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-458d0f0\" data-id=\"458d0f0\" 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-b80a0ac elementor-widget elementor-widget-heading\" data-id=\"b80a0ac\" 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\">Lecturas y correcciones<\/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-0297b9b elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"0297b9b\" 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-61e60e4\" data-id=\"61e60e4\" 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-72f8082 elementor-widget elementor-widget-text-editor\" data-id=\"72f8082\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Como se mencion\u00f3 anteriormente, en Mec\u00e1nica de Suelos se emplea el hidr\u00f3metro ASTM 152 H, el cual es calibrado a 60 lecturas, a una temperatura de 20\u02daC, para un suelo con Gs = 2,65. Pero, \u00bfqu\u00e9 significa la lectura que se toma en un hidr\u00f3metro durante el ensayo?<\/p><p>\u00a0<\/p><p>Tal como se indic\u00f3 en el apartado anterior, un hidr\u00f3metro permite medir la concentraci\u00f3n de cierta soluci\u00f3n. As\u00ed, una lectura de, por ejemplo, \u201c30\u201d en el hidr\u00f3metro (R = 30), significa que en un tiempo \u201ct\u201d hay 30 gr de suelo s\u00f3lido con Gs = 2,65 en suspensi\u00f3n por cada 1.000 mL de una suspensi\u00f3n suelo-agua, a una temperatura de 20\u02daC, y a una profundidad \u201cL\u201d a la cual se efectu\u00f3 la medici\u00f3n.<\/p><p>\u00a0<\/p><p>Dado que la mayor\u00eda de los suelos presentan gravedades espec\u00edficas diferentes a 2,65; y a que la temperatura del ensayo usualmente es superior a 20<sup>\u25e6 <\/sup>C en la mayor\u00eda de los laboratorios, es necesario efectuar correcciones sobre las lecturas realizadas.<\/p><p>\u00a0<\/p><p>La correcci\u00f3n asociada a la gravedad espec\u00edfica se realiza durante la estimaci\u00f3n del di\u00e1metro \u201cD\u201d, seg\u00fan se muestra en la Figura 2, puesto que el factor \u201cK\u201d depende de la gravedad espec\u00edfica (Gs); mientras que la correcci\u00f3n por temperatura tiene como objeto considerar los efectos de contracci\u00f3n y dilataci\u00f3n de los instrumentos de medici\u00f3n y ensayo (que son de vidrio).<\/p><p>\u00a0<\/p><p>Otras dos correcciones que se realizan durante el ensayo son: la correcci\u00f3n por defloculante (debido a que, al introducirse en la soluci\u00f3n altera la densidad de la misma), y por <em>menisco<\/em>, la cual tiene que ver con la dificultad de leer la escala del hidr\u00f3metro correctamente, dada la turbidez de la soluci\u00f3n suelo-agua. La Figura 3 ilustra las correcciones antes mencionadas, incluyendo las expresiones y valores t\u00edpicos de cada una.<\/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-58d9fc9 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"58d9fc9\" 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-f9370fa\" data-id=\"f9370fa\" 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-f253091 elementor-widget elementor-widget-image\" data-id=\"f253091\" 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=\"340\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-3-1024x435.jpg\" class=\"attachment-large size-large wp-image-2389\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-3-1024x435.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-3-300x127.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-3-768x326.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-3-1536x652.jpg 1536w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-3-2048x870.jpg 2048w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-3-18x8.jpg 18w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-0e141b2 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"0e141b2\" 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-4ee6099\" data-id=\"4ee6099\" 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-0439448 elementor-widget elementor-widget-text-editor\" data-id=\"0439448\" 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> Correcciones durante el ensayo de hidrometr\u00eda. En la figura <em>C<sub>T<\/sub><\/em> = factor de correcci\u00f3n por temperatura; <em>C<sub>M<\/sub><\/em> = factor de correcci\u00f3n por menisco; <em>C<sub>D<\/sub><\/em> = factor de correcci\u00f3n por defloculante; <em>R<\/em> = lectura tomada en la escala del hidr\u00f3metro.<\/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-b897c78 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"b897c78\" 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-1d0e7d2\" data-id=\"1d0e7d2\" 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-aba1e41 elementor-widget elementor-widget-text-editor\" data-id=\"aba1e41\" 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 fin de obtener resultados v\u00e1lidos durante el ensayo, es fundamental efectuar las correcciones antes mencionadas de manera precisa.<\/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-b00cd6a elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"b00cd6a\" 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-52ec532\" data-id=\"52ec532\" 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-4aee675 elementor-widget elementor-widget-heading\" data-id=\"4aee675\" 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\">Coeficientes de uniformidad y curvatura<\/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-28a1adf elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"28a1adf\" 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-9102768\" data-id=\"9102768\" 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-1159c35 elementor-widget elementor-widget-text-editor\" data-id=\"1159c35\" 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>Una vez completa la informaci\u00f3n sobre la distribuci\u00f3n granulom\u00e9trica de cierta muestra de suelo, en base a los ensayos de granulometr\u00eda por tamizado e hidr\u00f3metro, es posible analizar la curva resultante, y determinar dos par\u00e1metros de suma importancia para la caracterizaci\u00f3n del terreno: el coeficiente de uniformidad (<em>c<sub>u<\/sub><\/em>) y el coeficiente de curvatura (<em>c<sub>c<\/sub><\/em>). La Figura 4 ilustra c\u00f3mo determinar cada uno.<\/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-1f899b3 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"1f899b3\" 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-07a9861\" data-id=\"07a9861\" 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-5367863 elementor-widget elementor-widget-image\" data-id=\"5367863\" 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=\"356\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-4-1024x456.jpg\" class=\"attachment-large size-large wp-image-2390\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-4-1024x456.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-4-300x134.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-4-768x342.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-4-1536x684.jpg 1536w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-4-2048x912.jpg 2048w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/10\/Figura-4-18x8.jpg 18w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-ff89c7d elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ff89c7d\" 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-e4bb623\" data-id=\"e4bb623\" 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-8d4b072 elementor-widget elementor-widget-text-editor\" data-id=\"8d4b072\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Figura 4<\/strong> Coeficientes de uniformidad y curvatura<\/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-4f4ca04 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"4f4ca04\" 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-0492032\" data-id=\"0492032\" 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-a665edd elementor-widget elementor-widget-text-editor\" data-id=\"a665edd\" 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>Estos dos par\u00e1metros son empleados en el <a href=\"https:\/\/geo-webonline.com\/sistema-unificado-de-clasificacion-del-suelo\/\"><em>Sistema Unificado de Clasificaci\u00f3n del Suelos <\/em>(SUCS)<\/a>, que es el sistema de clasificaci\u00f3n m\u00e1s ampliamente empleado alrededor del mundo en proyectos geot\u00e9cnicos. De estos dos coeficientes, el de m\u00e1s f\u00e1cil interpretaci\u00f3n (y posiblemente el de mayor utilidad pr\u00e1ctica) es el coeficiente de uniformidad.<\/p><p>\u00a0<\/p><p>Al relacionar los tama\u00f1os de grano <em>d<sub>60<\/sub><\/em> y <em>d<sub>10<\/sub><\/em>, que se definen como se muestra en Figura 4, permiten determinar qu\u00e9 tan amplia es la curva y, por ende, qu\u00e9 tan amplia es la distribuci\u00f3n de tama\u00f1os de part\u00edculas en la muestra.<\/p><p>\u00a0<\/p><p>As\u00ed, cuanto mayor es <em>c<sub>u<\/sub><\/em>, m\u00e1s tama\u00f1os tiene la muestra, es decir, que es un suelo bien gradado. Si <em>c<sub>u<\/sub><\/em> = 1, significa que <em>d<sub>60<\/sub><\/em> y <em>d<sub>10<\/sub><\/em> son iguales, por lo que se tendr\u00eda una muestra con un \u00fanico tama\u00f1o de grano (por supuesto, tal muestra no existe, pero es bueno imaginarlo para comprender el concepto).<\/p><p>\u00a0<\/p><p>Es importante tomar en cuenta que la escala de las abscisas es logar\u00edtmica en toda curva granulom\u00e9trica. Esto es algo que nos permite tener una idea de la enorme variaci\u00f3n de tama\u00f1os que puede tener una muestra de suelo: desde part\u00edculas de hasta 4\u201d (gravas), hasta part\u00edculas que no pueden ser observadas a simple vista, como las arcillas y algunos limos.<\/p><p>\u00a0<\/p><p>Con esto cerramos este post sobre el ensayo de granulometr\u00eda por hidr\u00f3metro. Es conveniente revisar las referencias que se muestran abajo, a fin de complementar la informaci\u00f3n aqu\u00ed descrita.<\/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-3b0a9de elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"3b0a9de\" 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-c747ff7\" data-id=\"c747ff7\" 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-8fb43ae elementor-widget elementor-widget-heading\" data-id=\"8fb43ae\" 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-ad62ea3 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ad62ea3\" 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-7343436\" data-id=\"7343436\" 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-f07f165 elementor-widget elementor-widget-text-editor\" data-id=\"f07f165\" 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><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-6bd0ec5 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"6bd0ec5\" 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-cad9139\" data-id=\"cad9139\" 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-359f472 elementor-shape-circle elementor-grid-0 e-grid-align-center elementor-widget elementor-widget-social-icons\" data-id=\"359f472\" 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-648b4e7 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"648b4e7\" 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-384c302\" data-id=\"384c302\" 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-fd2a534 elementor-widget elementor-widget-heading\" data-id=\"fd2a534\" 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 hidr\u00f3metro El ensayo granulom\u00e9trico por hidr\u00f3metro es fundamental para estimar la distribuci\u00f3n de tama\u00f1os de part\u00edculas pasantes por el tamiz #200. A partir de esta prueba, es posible determinar la proporci\u00f3n de limos y arcillas en una muestra de suelo, informaci\u00f3n de suma importancia para predecir el [&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-2385","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 hidr\u00f3metro -<\/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-hidrometro\/\" \/>\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 hidr\u00f3metro -\" \/>\n<meta property=\"og:description\" content=\"Facebook Twitter Instagram Linkedin El ensayo granulom\u00e9trico por hidr\u00f3metro El ensayo granulom\u00e9trico por hidr\u00f3metro es fundamental para estimar la distribuci\u00f3n de tama\u00f1os de part\u00edculas pasantes por el tamiz #200. 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