{"id":1223,"date":"2021-06-26T21:48:12","date_gmt":"2021-06-26T21:48:12","guid":{"rendered":"https:\/\/geo-webonline.com\/?page_id=1223"},"modified":"2025-04-07T02:19:04","modified_gmt":"2025-04-07T02:19:04","slug":"caracterizacion-geotecnica-del-terreno","status":"publish","type":"page","link":"https:\/\/geo-webonline.com\/en\/caracterizacion-geotecnica-del-terreno\/","title":{"rendered":"Geotechnical soil characterization"},"content":{"rendered":"<div data-elementor-type=\"wp-page\" data-elementor-id=\"1223\" class=\"elementor elementor-1223\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-bec3535 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"bec3535\" data-element_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 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class=\"elementor-item\">geo<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-has-children menu-item-1165\"><a href=\"https:\/\/geo-webonline.com\/en\/quieres-saber-mas\/\" class=\"elementor-item\">geo-info<\/a>\n<ul class=\"sub-menu elementor-nav-menu--dropdown\">\n\t<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1169\"><a href=\"https:\/\/geo-webonline.com\/en\/fundaciones-2\/\" class=\"elementor-sub-item\">Foundations<\/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\">Soil Mechanics<\/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\">Walls<\/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\">Slope Stability<\/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\">Groundwater<\/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\">Special Topics<\/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 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href=\"https:\/\/geo-webonline.com\/en\/mecanica-de-suelos\/\" class=\"elementor-sub-item\" tabindex=\"-1\">Soil Mechanics<\/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\">Walls<\/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\">Slope Stability<\/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\">Groundwater<\/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\">Special 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menu-item-386\"><a href=\"https:\/\/geo-webonline.com\/en\/mecanica-de-suelos\/\" class=\"elementor-sub-item\">Soil Mechanics<\/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\">Walls<\/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\">Slope Stability<\/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\">Groundwater<\/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\">Special Topics<\/a><\/li>\n<\/ul>\n<\/li>\n<li class=\"menu-item 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href=\"https:\/\/geo-webonline.com\/en\/proyecto-geotecnico\/\" class=\"elementor-item\" tabindex=\"-1\">Proyectos geot\u00e9cnicos<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1168\"><a href=\"https:\/\/geo-webonline.com\/en\/contacto\/\" class=\"elementor-item\" tabindex=\"-1\">Contact<\/a><\/li>\n<\/ul>\t\t\t<\/nav>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-f4f02f9 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"f4f02f9\" data-element_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-f164f06\" data-id=\"f164f06\" data-element_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-8d60151 elementor-widget elementor-widget-heading\" data-id=\"8d60151\" data-element_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\">Geotechnical soil characterization<\/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-2eabfd5 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"2eabfd5\" data-element_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-1a959c9\" data-id=\"1a959c9\" data-element_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-a4bb452 elementor-widget elementor-widget-text-editor\" data-id=\"a4bb452\" data-element_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>Civil Engineering and Environmental Engineering include the conception, analysis, design, construction, operation and maintenance of a great diversity of structures, facilities and systems, which are built on, in, or with soil and\/or rock (Mitchell &amp; Soga, 2005). Hence, the geotechnical characterization of a given land is a fundamental step for any civil and\/or environmental project.<\/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-e0f6359 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"e0f6359\" data-element_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-132b3b0\" data-id=\"132b3b0\" data-element_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-e5eba82 elementor-widget elementor-widget-heading\" data-id=\"e5eba82\" data-element_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\">Soils and rocks<\/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-5bc21a0 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"5bc21a0\" data-element_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-3ad848e\" data-id=\"3ad848e\" data-element_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-0888e6d elementor-widget elementor-widget-text-editor\" data-id=\"0888e6d\" data-element_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>For Civil Engineers, the materials that make up the earth's crust are arbitrarily classified into two categories: soil and rock. But, how are they defined? What are the main differences between them?<\/p><p>\u00a0<\/p><p class=\"translation-block\">The first thing to note is that any soil is the product of the physical and chemical disintegration of a rock, regardless of the subsequent processes to which this product is subjected (such as transport in the case of sedimentary soils, or in situ weathering in the case of residual soils).<\/p><p>\u00a0<\/p><p class=\"translation-block\">Considering the above, from the point of view of Geotechnical Engineering, we can say that soil is an accumulation of sediments and other unconsolidated solid items, produced by the mechanical and chemical disintegration of the rocks mentioned above, regardless of whether or not they contain a mixture of organic components (Terzaghi, 1943). Rock, on the other hand, is a material with strong internal cohesion and molecular forces that hold together the mineral grains that compose it (Holtz et al, 2011).<\/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-007a7e6 elementor-section-full_width elementor-section-stretched elementor-section-height-default elementor-section-height-default\" data-id=\"007a7e6\" data-element_type=\"section\" data-settings=\"{&quot;stretch_section&quot;:&quot;section-stretched&quot;}\">\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-abef6d4\" data-id=\"abef6d4\" data-element_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-24ffa31 elementor-widget elementor-widget-image\" data-id=\"24ffa31\" data-element_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=\"2560\" height=\"821\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-1-3-scaled.jpg\" class=\"attachment-full size-full wp-image-1225\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-1-3-scaled.jpg 2560w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-1-3-300x96.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-1-3-1024x328.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-1-3-768x246.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-1-3-1536x492.jpg 1536w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/06\/Figura-1-3-2048x656.jpg 2048w\" sizes=\"(max-width: 2560px) 100vw, 2560px\" \/>\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-a7c5ca9 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"a7c5ca9\" data-element_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-ea5926b\" data-id=\"ea5926b\" data-element_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-3c69ece elementor-widget elementor-widget-text-editor\" data-id=\"3c69ece\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p class=\"translation-block\">Figure 1 Soils (left) and rocks (right).<\/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-477aa68 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"477aa68\" data-element_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-6e9135d\" data-id=\"6e9135d\" data-element_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-485a42c elementor-widget elementor-widget-text-editor\" data-id=\"485a42c\" data-element_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>For the design of civil facilities, it is essential to understand the behavior of soil, since it will undergo greater deformations than rocks under external loads. Likewise, in the case of structures supported on rock massifs, they may suffer deformations depending on the presence or not of discontinuities in the massif. That is why geotechnical characterization is essential for any project.<\/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-958e514 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"958e514\" data-element_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-f70c08b\" data-id=\"f70c08b\" data-element_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-d6c0636 elementor-widget elementor-widget-heading\" data-id=\"d6c0636\" data-element_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\">The geotechnical characterization process<\/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-117fade elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"117fade\" data-element_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-0f0068a\" data-id=\"0f0068a\" data-element_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-c21913b elementor-widget elementor-widget-text-editor\" data-id=\"c21913b\" data-element_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>Now that we know the nature of soils and rocks, we can talk about the geotechnical characterization process.<\/p><p>\u00a0<\/p><p>Geotechnical characterization is, above all, a complex process. Why is it complex? Because it is the result of a series of activities developed in the field, laboratory and office, following rigorous procedures and standards for its execution, which involves making technical decisions based on the variable conditions of the ground under study.<\/p><p>\u00a0<\/p><p>This characterization process begins at the subsurface exploration stage, continues with field and laboratory tests performed in order to estimate certain soil properties, and culminates with the interpretation of the available data and the delimitation of sectors of the studied land, considering the strength characteristics of the detected strata, and the expected response of these strata to external loads.<\/p><p>\u00a0<\/p><p>Thus, one of the fundamental features of geotechnical characterization includes the zonation of the studied terrain, in order to identify geologically \"homogeneous\" units, which may cover different geological ages. Figure 2 shows schematically the geotechnical characterization process.<\/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-8ecdc88 elementor-section-full_width elementor-section-stretched elementor-section-height-default elementor-section-height-default\" data-id=\"8ecdc88\" data-element_type=\"section\" data-settings=\"{&quot;stretch_section&quot;:&quot;section-stretched&quot;}\">\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-dba3552\" data-id=\"dba3552\" data-element_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-37f56ac elementor-widget elementor-widget-image\" data-id=\"37f56ac\" data-element_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=\"2192\" height=\"1516\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/05\/1-1.jpg\" class=\"attachment-full size-full wp-image-1227\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/05\/1-1.jpg 1206w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/05\/1-1-300x219.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/05\/1-1-1024x749.jpg 1024w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/05\/1-1-768x562.jpg 768w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/05\/1-1-16x12.jpg 16w\" sizes=\"(max-width: 2192px) 100vw, 2192px\" \/>\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-0356732 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"0356732\" data-element_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-b6b0c2a\" data-id=\"b6b0c2a\" data-element_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-d0f04ec elementor-widget elementor-widget-text-editor\" data-id=\"d0f04ec\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p class=\"translation-block\">Figure 2 Geotechnical characterization process.<\/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-7e21190 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"7e21190\" data-element_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-472aa12\" data-id=\"472aa12\" data-element_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-4d047ce elementor-widget elementor-widget-text-editor\" data-id=\"4d047ce\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p class=\"translation-block\">It is important to note that soil strata are never truly homogeneous. Soil properties at a site may show large local variations, but there may be no general trends in the variations, and the average properties may be essentially the same in all parts of the site (Taylor, 1948). This fact is very important, since the analysis of any geotechnical problem requires the adoption of a soil behavior model, which is based on geotechnical parameters that describe the behavior of the soil in terms of its load-deformation conditions. These soil parameters are not known in advance, so the geotechnical engineer must measure these parameters under controlled laboratory or field conditions, or estimate them from other data (Kulhawy &amp; Mayne, 1990).<\/p><p>\u00a0<\/p><p>In this way, the geotechnical characterization is completed by assigning representative geomechanical parameters to each sector delimited in the geotechnical zoning, which will be used later in the geotechnical design of foundations, walls, pavements and site preparation, and for the evaluation of potential soil-related problems that could affect the functionality of the project during its useful life.<\/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-f054fc9 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"f054fc9\" data-element_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-32ca5c5\" data-id=\"32ca5c5\" data-element_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-e12b21d elementor-widget elementor-widget-heading\" data-id=\"e12b21d\" data-element_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\">Geomechanical parameters<\/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-8fb7b30 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"8fb7b30\" data-element_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-94574ac\" data-id=\"94574ac\" data-element_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-c526d3b elementor-widget elementor-widget-text-editor\" data-id=\"c526d3b\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p class=\"translation-block\">The assignment of geomechanical parameters is one of the most important activities in the geotechnical characterization of a terrain, mainly because they will be the input data for the application of theoretical models of soil behavior. This behavior is extremely complex, as described by Ladd et al (1977): \"A generalized model of stress-strain behavior of soils should ideally consider nonlinearity, variable dilatancy (volume change due to shear stresses), and anisotropy, in addition to stress path dependent behavior, stress system (orientation of \u03c31 and relative magnitude of \u03c32), and stress history (both initial and those resulting from a consolidation process)\". This complexity is illustrated by the information presented in Table 1, which summarizes the main characteristics of the analytical models available to represent soil behavior.<\/p><p class=\"translation-block\">Table 1 Categories of analytical methods for soil modeling (Jamiolkowski et al, 1985).<\/p><table width=\"100%\"><tbody><tr><td width=\"16%\"><p><strong>Category<\/strong><\/p><\/td><td width=\"41%\"><p><strong>Main aspects of the model<\/strong><\/p><\/td><td width=\"41%\"><p><strong>Determination of geomechanical parameters<\/strong><\/p><\/td><\/tr><tr><td width=\"16%\"><p>I<\/p><\/td><td width=\"41%\"><p>Very advanced models that employ laws of time-dependent nonlinear elasto-plastic behavior, incorporating anisotropic behavior.<\/p><\/td><td width=\"41%\"><p class=\"translation-block\">Only from sophisticated laboratory tests, with the exception of variables that must be obtained from in situ tests.<\/p><\/td><\/tr><tr><td width=\"16%\"><p>II<\/p><\/td><td width=\"41%\"><p>Advanced models using constitutive laws with incremental and nonlinear elastic relationships.<\/p><\/td><td width=\"41%\"><p class=\"translation-block\">Laboratory tests that are slightly more sophisticated than conventional tests; in situ tests may also be required.<\/p><\/td><\/tr><tr><td width=\"16%\"><p>III<\/p><\/td><td width=\"41%\"><p>Simple models, such as continuous isotropic-elastic, including stratification and theoretical models.<\/p><\/td><td width=\"41%\"><p class=\"translation-block\">Conventional laboratory tests and in situ tests.<\/p><\/td><\/tr><\/tbody><\/table><p class=\"translation-block\">As can be seen from the table above, the models range from complex (I), to advanced (II), to simple (III) in terms of soil description. It is also evident that the constitutive models for soil behavior require input data in the form of soil properties and in situ parameters. In most practical cases, category III is usually the most appropriate for use in design.<\/p><p>\u00a0<\/p><p class=\"translation-block\">Jamiolkowski et al (1985) discuss the availability of laboratory tests and in situ tests to be used in soil characterization, focusing on the wide range of aspects linked to soil behavior, and suggesting that soil modeling is an extremely difficult task. In a future post we will deal with this topic, which is fundamental for the development of any geotechnical study.<\/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-bc5601c elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"bc5601c\" data-element_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-158a9f7\" data-id=\"158a9f7\" data-element_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-68f0b98 elementor-widget elementor-widget-heading\" data-id=\"68f0b98\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h3 class=\"elementor-heading-title elementor-size-default\">References<\/h3>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-020f77d elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"020f77d\" data-element_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-dcff9d1\" data-id=\"dcff9d1\" data-element_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-fbc1f84 elementor-widget elementor-widget-text-editor\" data-id=\"fbc1f84\" data-element_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>Ladd, C.; Foot, R.; Ishihara, K.; Schlosser, F. &amp; Poulos, H. (1977) <strong>\u201cStress-Deformation and Strenght Characteristics\u201d<\/strong>. Proceedings 9<sup>th<\/sup> International Conference on Soil Mechanics and Foundation Engineering, Vol. 2, Tokio, Japan.<\/li><li>Holtz, R., Kovacs, W. &amp; Sheahan, T. (2011) <strong>\u201cAn Introduction to Geotechnical Engineering\u201d<\/strong>, 2nd ed., Pearson, USA.<\/li><li>Jamiolkowski, M.; Ladd, C.; Germaine, J. &amp; Lancellotta, R. (1985) <strong>\u201cNew Developments in Field and Laboratory Testing of Soils\u201d<\/strong>. Proceedings 11<sup>th<\/sup> International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, San Francisco, USA.<\/li><li>Kulhawy, F. &amp; Mayne, P. (1990) <strong>\u201cManual on Estimating Soil Properties for Foundation Design\u201d<\/strong>, prepared by Cornell University Geotechnical Engineering Group, Hollister Hall, New York, USA.<\/li><li>Mitchell, J. &amp; Soga, K. (2005) <strong>&#8220;Fundamentals of Soil Behavior\u201d<\/strong>, 3rd ed., John Wiley &amp; Sons, New Jersey, USA.<\/li><li>Taylor, D. (1948) <strong>\u201cFundamentals of Soil Mechanics\u201d<\/strong>, 1st ed., John Wiley &amp; Sons, New York, USA.<\/li><li>Terzaghi, K. (1943) <strong>\u201cTheoretical Soil Mechanics\u201d<\/strong>, 1st ed., John Wiley &amp; Sons, New York, 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-120d38d elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"120d38d\" data-element_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-7c6d5a7\" data-id=\"7c6d5a7\" data-element_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-5d51146 elementor-shape-circle elementor-grid-0 e-grid-align-center elementor-widget elementor-widget-social-icons\" data-id=\"5d51146\" data-element_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-55fcdb0 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"55fcdb0\" data-element_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-b08583b\" data-id=\"b08583b\" data-element_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-d760b46 elementor-widget elementor-widget-heading\" data-id=\"d760b46\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">2024 - geo Todos los derechos reservados \/ Desarrollo web: lubercba<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"<p>Facebook Twitter Instagram Linkedin Caracterizaci\u00f3n geot\u00e9cnica del terreno La Ingenier\u00eda Civil y la Ingenier\u00eda Ambiental incluyen la concepci\u00f3n, an\u00e1lisis, dise\u00f1o, construcci\u00f3n, operaci\u00f3n y mantenimiento de una gran diversidad de estructuras, facilidades y sistemas, los cuales son construidos sobre, en o con suelo y\/o roca (Mitchell &amp; Soga, 2005). De ah\u00ed que la caracterizaci\u00f3n geot\u00e9cnica de [&hellip;]<\/p>","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-1223","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v26.4 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Caracterizaci\u00f3n geot\u00e9cnica del terreno -<\/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\/caracterizacion-geotecnica-del-terreno\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Caracterizaci\u00f3n geot\u00e9cnica del terreno -\" \/>\n<meta property=\"og:description\" content=\"Facebook Twitter Instagram Linkedin Caracterizaci\u00f3n geot\u00e9cnica del terreno La Ingenier\u00eda Civil y la Ingenier\u00eda Ambiental incluyen la concepci\u00f3n, an\u00e1lisis, dise\u00f1o, construcci\u00f3n, operaci\u00f3n y mantenimiento de una gran diversidad de estructuras, facilidades y sistemas, los cuales son construidos sobre, en o con suelo y\/o roca (Mitchell &amp; Soga, 2005). 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