{"id":4568,"date":"2026-01-13T16:07:33","date_gmt":"2026-01-13T19:07:33","guid":{"rendered":"https:\/\/ingeocontrol.cl\/?page_id=4568"},"modified":"2026-03-11T17:03:08","modified_gmt":"2026-03-11T20:03:08","slug":"ensayos-in-situ-y-de-laboratorio","status":"publish","type":"page","link":"https:\/\/ingeocontrol.cl\/?page_id=4568","title":{"rendered":"Mec\u00e1nica de Suelos: Ensayos in-situ y de Laboratorio"},"content":{"rendered":"<div   class='avia-fullscreen-slider main_color   avia-builder-el-0  el_before_av_section  avia-builder-el-first  av-full-slider-custom-size container_wrap sidebar_right'  ><div  class='avia-slideshow av-mmauglqg-268ef281c6d3ed48980b498620cc3392 avia-slideshow-extra_large av_fullscreen avia-slide-slider av-full-slider-custom-size av-slideshow-ui av-control-default av-slideshow-autoplay av-loop-endless av-loop-manual-once av-default-height-applied   avia-slideshow-1' 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id='after_section_1'  class='main_color av_default_container_wrap container_wrap sidebar_right'  ><div class='container av-section-cont-open' ><div class='template-page content  av-content-small alpha units'><div class='post-entry post-entry-type-page post-entry-4568'><div class='entry-content-wrapper clearfix'>\n<div  class='flex_column av-5agg88-89e22e02b7a8b3f90d1746c70d668508 av_three_fourth  avia-builder-el-3  el_after_av_section  el_before_av_one_fourth  avia-builder-el-first  first flex_column_div  '     ><p>\n<style type=\"text\/css\" data-created_by=\"avia_inline_auto\" id=\"style-css-av-mkpkm8mz-8fd30f4f2f5d38eb08e13cb52d8821f1\">\n#top .av-special-heading.av-mkpkm8mz-8fd30f4f2f5d38eb08e13cb52d8821f1{\npadding-bottom:10px;\n}\nbody .av-special-heading.av-mkpkm8mz-8fd30f4f2f5d38eb08e13cb52d8821f1 .av-special-heading-tag .heading-char{\nfont-size:25px;\n}\n.av-special-heading.av-mkpkm8mz-8fd30f4f2f5d38eb08e13cb52d8821f1 .av-subheading{\nfont-size:15px;\n}\n<\/style>\n<div  class='av-special-heading av-mkpkm8mz-8fd30f4f2f5d38eb08e13cb52d8821f1 av-special-heading-h2 blockquote elegant-quote elegant-centered  avia-builder-el-4  el_before_av_tab_container  avia-builder-el-first '><h2 class='av-special-heading-tag '  itemprop=\"headline\"  ><span class=\"heading-wrap\">Ensayos Convencionales de Laboratorio<\/span><\/h2><div class=\"special-heading-border\"><div class=\"special-heading-inner-border\"><\/div><\/div><\/div><br \/>\n<div  class='tabcontainer av-mmarify2-0f4507bba5c359a28f2a54e049edc430 sidebar_tab sidebar_tab_left  avia-builder-el-5  el_after_av_heading  avia-builder-el-last  tab-servicios noborder_tabs'>\n<section class='av_tab_section av_tab_section av-ar9a8o-4573303a0fe48f1c4c5db114e41deca8'  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/CreativeWork\" ><div id='tab-id-1-tab' class='tab active_tab' role='tab' aria-selected=\"true\" tabindex=\"0\" data-fake-id='#tab-id-1' aria-controls='tab-id-1-content'  itemprop=\"headline\" >An\u00e1lisis Granulom\u00e9trico<\/div><div id='tab-id-1-content' class='tab_content active_tab_content' role='tabpanel' aria-labelledby='tab-id-1-tab' aria-hidden=\"false\"><div class='tab_inner_content invers-color'  itemprop=\"text\" ><div class=\"gc-test\">\n<h3 class=\"gc-test__title\">An\u00e1lisis granulom\u00e9trico<\/h3>\n<div class=\"gc-test__section\">\n<h4>Descripci\u00f3n<\/h4>\n<p>Ensayo de laboratorio que permite determinar la distribuci\u00f3n de tama\u00f1os de part\u00edculas en una muestra de suelo mediante tamizado mec\u00e1nico.<\/p>\n<p>Aplica para part\u00edculas mayores a 0,08 mm (malla N.\u00ba 200), evaluando fracciones hasta tama\u00f1os m\u00e1ximos de 3&#8243;.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Normativa aplicable<\/h4>\n<p>MC Vol. 8 M\u00e9todo 8.102.1.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Resultado<\/h4>\n<p>Distribuci\u00f3n granulom\u00e9trica expresada como porcentaje en peso retenido por cada malla respecto al peso total de la muestra.<\/p>\n<p>Curva granulom\u00e9trica representativa del material ensayado.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Informaci\u00f3n previa requerida<\/h4>\n<p>Ninguna.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Uso t\u00edpico<\/h4>\n<p>Clasificaci\u00f3n de suelos y apoyo a descripciones estratigr\u00e1ficas.<\/p>\n<p>Determinaci\u00f3n de coeficientes de uniformidad y curvatura (par\u00e1metros de forma).<\/p>\n<p>Evaluaci\u00f3n indirecta de permeabilidad y comportamiento mec\u00e1nico.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Cantidad de muestra requerida<\/h4>\n<p>Definida por la norma de ensayo seg\u00fan el tama\u00f1o m\u00e1ximo absoluto del material; m\u00ednimo 2 kg para part\u00edculas de hasta 2 mm.<\/p>\n<\/div>\n<\/div>\n<\/div><\/div><\/section>\n<section class='av_tab_section av_tab_section av-9sncug-d48ce32094b7a70f313adf07cd715d4e'  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/CreativeWork\" ><div id='tab-id-2-tab' class='tab' role='tab' aria-selected=\"false\" tabindex=\"0\" data-fake-id='#tab-id-2' aria-controls='tab-id-2-content'  itemprop=\"headline\" >L\u00edmites de Atterberg<\/div><div id='tab-id-2-content' class='tab_content' role='tabpanel' aria-labelledby='tab-id-2-tab' aria-hidden=\"true\"><div class='tab_inner_content invers-color'  itemprop=\"text\" ><div class=\"gc-test\">\n<h3 class=\"gc-test__title\">L\u00edmites de Atterberg<\/h3>\n<div class=\"gc-test__section\">\n<p>      Conjunto de ensayos de laboratorio utilizados para determinar los estados de consistencia de los suelos finos en funci\u00f3n de su contenido de humedad.<\/p>\n<p>Incluyen el L\u00edmite L\u00edquido (LL), el L\u00edmite Pl\u00e1stico (LP) y el \u00cdndice de Plasticidad (IP), par\u00e1metros fundamentales para la clasificaci\u00f3n y caracterizaci\u00f3n geot\u00e9cnica de materiales cohesivos.<\/p>\n<\/div>\n<\/div>\n<div class=\"gc-acc\">\n<details>\n<summary>L\u00edmite L\u00edquido (LL)<\/summary>\n<div class=\"gc-acc__content\">\n<div class=\"gc-test\">\n<h3 class=\"gc-test__title\">L\u00edmite L\u00edquido (LL)<\/h3>\n<div class=\"gc-test__section\">\n<h4>Descripci\u00f3n<\/h4>\n<p>Ensayo de laboratorio para determinar el contenido de humedad al cual un suelo pasa del estado pl\u00e1stico al estado l\u00edquido, mediante el aparato de Casagrande.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Normativa aplicable<\/h4>\n<p>NCh 1517\/1 (1979).<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Resultado<\/h4>\n<p>Valor del L\u00edmite L\u00edquido (LL), expresado como porcentaje de humedad.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Informaci\u00f3n previa requerida<\/h4>\n<p>Ninguna.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Uso t\u00edpico<\/h4>\n<p>Clasificaci\u00f3n de suelos y evaluaci\u00f3n de consistencia.<\/p>\n<p>Detecci\u00f3n de suelos potencialmente expansivos, en conjunto con LP e IP.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Cantidad de muestra requerida<\/h4>\n<p>M\u00ednimo 100 g pasantes por el tamiz de 0,5 mm (tamiz N.\u00ba 40).<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/details>\n<details>\n<summary>L\u00edmite Pl\u00e1stico (LP)<\/summary>\n<div class=\"gc-acc__content\">\n<div class=\"gc-test\">\n<h3 class=\"gc-test__title\">L\u00edmite Pl\u00e1stico (LP)<\/h3>\n<div class=\"gc-test__section\">\n<h4>Descripci\u00f3n<\/h4>\n<p>Ensayo de laboratorio para determinar el contenido de humedad al cual un suelo pasa del estado semis\u00f3lido al estado pl\u00e1stico.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Normativa aplicable<\/h4>\n<p>NCh 1517\/2 (1979).<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Resultado<\/h4>\n<p>Valor del L\u00edmite Pl\u00e1stico (LP), expresado como porcentaje de humedad.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Informaci\u00f3n previa requerida<\/h4>\n<p>Ninguna.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Uso t\u00edpico<\/h4>\n<p>Clasificaci\u00f3n de suelos y evaluaci\u00f3n de consistencia.<\/p>\n<p>Base para el c\u00e1lculo del \u00cdndice de Plasticidad (IP).<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Cantidad de muestra requerida<\/h4>\n<p>M\u00ednimo 100 g pasantes por el tamiz de 0,5 mm (tamiz N.\u00ba 40).<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/details>\n<details>\n<summary>\u00cdndice de Plasticidad (IP)<\/summary>\n<div class=\"gc-acc__content\">\n<div class=\"gc-test\">\n<h3 class=\"gc-test__title\">\u00cdndice de Plasticidad (IP)<\/h3>\n<div class=\"gc-test__section\">\n<h4>Descripci\u00f3n<\/h4>\n<p>Par\u00e1metro obtenido a partir de los ensayos de L\u00edmite L\u00edquido (LL) y L\u00edmite Pl\u00e1stico (LP), definido como la diferencia entre ambos valores.<\/p>\n<p>El IP representa el rango de humedad en el cual el suelo se comporta en estado pl\u00e1stico.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Normativa aplicable<\/h4>\n<p>Se determina en base a NCh 1517\/1 (1979) y NCh 1517\/2 (1979).<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Resultado<\/h4>\n<p>\u00cdndice de Plasticidad (IP), calculado como <strong>IP = LL \u2212 LP<\/strong>.<\/div>\n<div class=\"gc-test__section\">\n<h4>Informaci\u00f3n previa requerida<\/h4>\n<p>Resultados de LL y LP obtenidos para la misma muestra (o material equivalente).<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Uso t\u00edpico<\/h4>\n<p>Clasificaci\u00f3n de suelos finos (p. ej., USCS\/AASHTO) y evaluaci\u00f3n de plasticidad.<\/p>\n<p>Apoyo a criterios de expansividad y comportamiento volum\u00e9trico.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Cantidad de muestra requerida<\/h4>\n<p>No requiere muestra adicional; se calcula con los resultados de LL y LP (mismo requisito de material).<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/details>\n<\/div>\n<p><script>\ndocument.addEventListener('click', function(e){\n  const s = e.target.closest('.gc-acc summary');\n  if(!s) return;\n  const d = s.parentElement;\n  const acc = d.closest('.gc-acc');\n  acc.querySelectorAll('details').forEach(x => { if(x !== d) x.removeAttribute('open'); });\n});\n<\/script><\/p>\n<\/div><\/div><\/section>\n<section class='av_tab_section av_tab_section av-7h6du0-f1af45fe2306427bffb03d6a4baf7db8'  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/CreativeWork\" ><div id='tab-id-3-tab' class='tab' role='tab' aria-selected=\"false\" tabindex=\"0\" data-fake-id='#tab-id-3' aria-controls='tab-id-3-content'  itemprop=\"headline\" >Peso Unitario<\/div><div id='tab-id-3-content' class='tab_content' role='tabpanel' aria-labelledby='tab-id-3-tab' aria-hidden=\"true\"><div class='tab_inner_content invers-color'  itemprop=\"text\" ><div class=\"gc-test\">\n<h3 class=\"gc-test__title\">Determinaci\u00f3n en laboratorio del peso unitario<\/h3>\n<div class=\"gc-test__section\">\n<h4>Descripci\u00f3n<\/h4>\n<p>Determinaci\u00f3n de la densidad total del suelo en condici\u00f3n natural, seca o saturada, considerando la masa de s\u00f3lidos y agua contenida en un volumen determinado.<\/p>\n<p>Tambi\u00e9n denominado <strong>Densidad Aparente<\/strong>, <strong>Densidad Bulk<\/strong> o <strong>Peso Unitario (\u03b3)<\/strong>, dependiendo del estado del material evaluado.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Normativa aplicable<\/h4>\n<p>ASTM D7263.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Resultado<\/h4>\n<p>Densidad total de la muestra y densidad seca del suelo.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Informaci\u00f3n previa requerida<\/h4>\n<p>Distribuci\u00f3n granulom\u00e9trica.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Uso t\u00edpico<\/h4>\n<p>Control de calidad en compactaci\u00f3n.<\/p>\n<p>C\u00e1lculo de par\u00e1metros de estado (relaci\u00f3n de vac\u00edos, grado de saturaci\u00f3n).<\/p>\n<p>Evaluaci\u00f3n de propiedades de la muestra para otros ensayos.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Cantidad de muestra requerida<\/h4>\n<p>La muestra debe ser suficiente para completar una probeta c\u00fabica o cil\u00edndrica de volumen aproximado 10,8 cm\u00b3.<\/p>\n<\/div>\n<\/div>\n<\/div><\/div><\/section>\n<section class='av_tab_section av_tab_section av-57n2jc-6b05bd6d58a665acf4bddb412add9139'  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/CreativeWork\" ><div id='tab-id-4-tab' class='tab' role='tab' aria-selected=\"false\" tabindex=\"0\" data-fake-id='#tab-id-4' aria-controls='tab-id-4-content'  itemprop=\"headline\" >Contenido de Humedad<\/div><div id='tab-id-4-content' class='tab_content' role='tabpanel' aria-labelledby='tab-id-4-tab' aria-hidden=\"true\"><div class='tab_inner_content invers-color'  itemprop=\"text\" ><div class=\"gc-test\">\n<h3 class=\"gc-test__title\">Determinaci\u00f3n de la humedad<\/h3>\n<div class=\"gc-test__section\">\n<h4>Descripci\u00f3n<\/h4>\n<p>Ensayo de laboratorio para determinar el contenido de agua en suelos con part\u00edculas menores a 50 mm de di\u00e1metro.<\/p>\n<p>El procedimiento establece la relaci\u00f3n entre la masa del suelo en estado h\u00famedo o natural y su masa seca obtenida en horno a temperatura constante.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Normativa aplicable<\/h4>\n<p>NCh 1515 (1979).<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Resultado<\/h4>\n<p>Porcentaje de humedad (%) expresado como relaci\u00f3n entre la masa de agua contenida en la muestra y la masa seca del suelo.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Informaci\u00f3n previa requerida<\/h4>\n<p>Ninguna.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Uso t\u00edpico<\/h4>\n<p>Determinaci\u00f3n del estado de consistencia del suelo en conjunto con los l\u00edmites l\u00edquido y pl\u00e1stico.<\/p>\n<p>Definici\u00f3n de humedad \u00f3ptima en ensayos Proctor.<\/p>\n<p>C\u00e1lculo de relaciones volum\u00e9tricas y de fase.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Cantidad de muestra requerida<\/h4>\n<p>Definido por la norma de ensayo seg\u00fan el tama\u00f1o m\u00e1ximo absoluto del suelo; m\u00e1ximo 3 kg para part\u00edculas de hasta 50 mm.<\/p>\n<\/div>\n<\/div>\n<\/div><\/div><\/section>\n<section class='av_tab_section av_tab_section av-402zx4-791b955c449ca5eeab1d61703d7c5abf'  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/CreativeWork\" ><div id='tab-id-5-tab' class='tab' role='tab' aria-selected=\"false\" tabindex=\"0\" data-fake-id='#tab-id-5' aria-controls='tab-id-5-content'  itemprop=\"headline\" >Densidad de Part\u00edculas S\u00f3lidas<\/div><div id='tab-id-5-content' class='tab_content' role='tabpanel' aria-labelledby='tab-id-5-tab' aria-hidden=\"true\"><div class='tab_inner_content invers-color'  itemprop=\"text\" ><div class=\"gc-test\">\n<h3 class=\"gc-test__title\">Determinaci\u00f3n de la densidad de part\u00edculas s\u00f3lidas<\/h3>\n<div class=\"gc-test__section\">\n<h4>Descripci\u00f3n<\/h4>\n<p>Ensayo de laboratorio para determinar la densidad de las part\u00edculas s\u00f3lidas que componen el suelo (fracci\u00f3n s\u00f3lida), mediante m\u00e9todo de picn\u00f3metro.<\/p>\n<p>Tambi\u00e9n conocido como <strong>Gravedad Espec\u00edfica de S\u00f3lidos (Gs)<\/strong> o <strong>Densidad de Part\u00edculas S\u00f3lidas<\/strong>. Corresponde a un par\u00e1metro intr\u00ednseco del material, independiente del estado de compactaci\u00f3n y del contenido de humedad.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Normativa aplicable<\/h4>\n<p>NCh 1532 (1980).<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Resultado<\/h4>\n<p>Densidad de part\u00edculas s\u00f3lidas del suelo y\/o <strong>Gs<\/strong> (seg\u00fan el formato de informe del laboratorio).<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Informaci\u00f3n previa requerida<\/h4>\n<p>Ninguna.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Uso t\u00edpico<\/h4>\n<p>C\u00e1lculo de relaciones volum\u00e9tricas y de fase (\u00edndice de vac\u00edos, grado de saturaci\u00f3n).<\/p>\n<p>Caracterizaci\u00f3n de suelos y correlaciones emp\u00edricas.<\/p>\n<p>Base para c\u00e1lculos asociados a densidad m\u00e1xima por m\u00e9todo h\u00famedo (seg\u00fan metodolog\u00eda aplicada).<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Cantidad de muestra requerida<\/h4>\n<p>Tama\u00f1o m\u00ednimo de <strong>25 g<\/strong> para frasco normalizado, y <strong>10 g<\/strong> cuando el ensayo se realiza en un picn\u00f3metro con tap\u00f3n.<\/p>\n<\/div>\n<\/div>\n<\/div><\/div><\/section>\n<section class='av_tab_section av_tab_section av-33qawo-187076ef3e71b79b4780050fb52b6dc3'  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/CreativeWork\" ><div id='tab-id-6-tab' class='tab' role='tab' aria-selected=\"false\" tabindex=\"0\" data-fake-id='#tab-id-6' aria-controls='tab-id-6-content'  itemprop=\"headline\" >Ensayos Proctor<\/div><div id='tab-id-6-content' class='tab_content' role='tabpanel' aria-labelledby='tab-id-6-tab' aria-hidden=\"true\"><div class='tab_inner_content invers-color'  itemprop=\"text\" ><div class=\"gc-test\">\n<h3 class=\"gc-test__title\">Ensayos Proctor<\/h3>\n<div class=\"gc-test__section\">\n<p>Ensayos de compactaci\u00f3n en laboratorio utilizados para determinar la relaci\u00f3n entre contenido de humedad y densidad seca de un suelo compactado.<\/p>\n<p>Entregan como resultado la <strong>densidad seca m\u00e1xima<\/strong> y la <strong>humedad \u00f3ptima<\/strong>, par\u00e1metros base para control de compactaci\u00f3n en obra.<\/p>\n<\/div>\n<\/div>\n<div class=\"gc-acc\">\n<details>\n<summary>Proctor Est\u00e1ndar<\/summary>\n<div class=\"gc-acc__content\">\n<div class=\"gc-test\">\n<h3 class=\"gc-test__title\">Proctor Est\u00e1ndar<\/h3>\n<div class=\"gc-test__section\">\n<h4>Descripci\u00f3n<\/h4>\n<p>Ensayo de laboratorio para determinar la relaci\u00f3n entre contenido de humedad y densidad seca de un suelo compactado bajo una energ\u00eda de compactaci\u00f3n est\u00e1ndar.<\/p>\n<p>Tambi\u00e9n conocido como <strong>Ensayo Proctor Normal<\/strong>.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Normativa aplicable<\/h4>\n<p>NCh 1534\/1 (1979).<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Resultado<\/h4>\n<p><strong>Densidad seca m\u00e1xima<\/strong> y <strong>humedad \u00f3ptima<\/strong> de compactaci\u00f3n.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Informaci\u00f3n previa requerida<\/h4>\n<p>Distribuci\u00f3n granulom\u00e9trica.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Uso t\u00edpico<\/h4>\n<p>Par\u00e1metro de referencia para control de compactaci\u00f3n en obra (grado de compactaci\u00f3n).<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Cantidad de muestra requerida<\/h4>\n<p>Dependiendo del tama\u00f1o m\u00e1ximo absoluto de la muestra y del molde utilizado. Como referencia, para moldes de 100 mm la masa m\u00ednima suele ser del orden de <strong>15 kg<\/strong>, y para moldes de 150 mm puede ser del orden de <strong>30 kg<\/strong>.<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/details>\n<details>\n<summary>Proctor Modificado<\/summary>\n<div class=\"gc-acc__content\">\n<div class=\"gc-test\">\n<h3 class=\"gc-test__title\">Proctor Modificado<\/h3>\n<div class=\"gc-test__section\">\n<h4>Descripci\u00f3n<\/h4>\n<p>Ensayo de laboratorio para determinar la relaci\u00f3n entre contenido de humedad y densidad seca de un suelo compactado bajo una energ\u00eda de compactaci\u00f3n mayor que el Proctor Est\u00e1ndar.<\/p>\n<p>Tambi\u00e9n conocido como <strong>Ensayo Proctor Modificado<\/strong> o <strong>Proctor Reforzado<\/strong> (seg\u00fan uso interno).<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Normativa aplicable<\/h4>\n<p>NCh 1534\/2 (1979).<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Resultado<\/h4>\n<p><strong>Densidad seca m\u00e1xima<\/strong> y <strong>humedad \u00f3ptima<\/strong> de compactaci\u00f3n (energ\u00eda modificada).<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Informaci\u00f3n previa requerida<\/h4>\n<p>Distribuci\u00f3n granulom\u00e9trica.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Uso t\u00edpico<\/h4>\n<p>Par\u00e1metro de referencia para control de compactaci\u00f3n en obras con mayores exigencias (pavimentos, rellenos estructurales, plataformas).<\/p>\n<p>Contrasta con Proctor Est\u00e1ndar al requerir densidades secas m\u00e1s altas (por mayor energ\u00eda).<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Cantidad de muestra requerida<\/h4>\n<p>Dependiendo del tama\u00f1o m\u00e1ximo absoluto de la muestra y del molde utilizado. Como referencia, para moldes de 100 mm la masa m\u00ednima suele ser del orden de <strong>15 kg<\/strong>, y para moldes de 150 mm puede ser del orden de <strong>30 kg<\/strong>.<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/details>\n<\/div>\n<p><script>\ndocument.addEventListener('click', function(e){\n  const s = e.target.closest('.gc-acc summary');\n  if(!s) return;\n  const d = s.parentElement;\n  const acc = d.closest('.gc-acc');\n  acc.querySelectorAll('details').forEach(x => { if(x !== d) x.removeAttribute('open'); });\n});\n<\/script><\/p>\n<\/div><\/div><\/section>\n<section class='av_tab_section av_tab_section av-mmarieji-2da3f86ec5cbe6247e7a74996972b9df'  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/CreativeWork\" ><div id='tab-id-7-tab' class='tab' role='tab' aria-selected=\"false\" tabindex=\"0\" data-fake-id='#tab-id-7' aria-controls='tab-id-7-content'  itemprop=\"headline\" >Raz\u00f3n de Soporte de Suelos Compactados (CBR)<\/div><div id='tab-id-7-content' class='tab_content' role='tabpanel' aria-labelledby='tab-id-7-tab' aria-hidden=\"true\"><div class='tab_inner_content invers-color'  itemprop=\"text\" ><div class=\"gc-test\">\n<h3 class=\"gc-test__title\">Determinaci\u00f3n de la raz\u00f3n de soporte de suelos compactados (CBR)<\/h3>\n<div class=\"gc-test__section\">\n<h4>Descripci\u00f3n<\/h4>\n<p>Ensayo de laboratorio para determinar la capacidad de soporte de suelos compactados, comparando la carga de penetraci\u00f3n medida en la muestra con la carga de referencia definida por el m\u00e9todo.<\/p>\n<p>Tambi\u00e9n conocido como <strong>California Bearing Ratio<\/strong> o <strong>\u00cdndice CBR<\/strong>.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Normativa aplicable<\/h4>\n<p>NCh 1852 (1981).<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Resultado<\/h4>\n<p>Raz\u00f3n de soporte <strong>CBR<\/strong>, expresada como porcentaje, calculada a partir de la resistencia a penetraci\u00f3n (por ejemplo, a 2,54 mm) respecto al valor de referencia normalizado.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Informaci\u00f3n previa requerida<\/h4>\n<p>Distribuci\u00f3n granulom\u00e9trica.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Uso t\u00edpico<\/h4>\n<p>Par\u00e1metro de dise\u00f1o utilizado para evaluar el desempe\u00f1o de suelos en capas inferiores (subrasante, subbase y base), especialmente en proyectos viales.<\/p>\n<p>Apoyo a criterios de selecci\u00f3n de material y especificaciones de compactaci\u00f3n.<\/p>\n<\/div>\n<div class=\"gc-test__section\">\n<h4>Cantidad de muestra requerida<\/h4>\n<p>Dependiendo del tama\u00f1o m\u00e1ximo absoluto de muestra y del n\u00famero de espec\u00edmenes. Como referencia:<br \/>\n<strong>m\u00ednimo 4,5 kg<\/strong> para suelo de grano fino y <strong>m\u00ednimo 5,5 kg<\/strong> para suelo granular (grava y arena).<\/p>\n<\/div>\n<\/div>\n<\/div><\/div><\/section>\n<\/div><\/p><\/div>\n\n<style type=\"text\/css\" data-created_by=\"avia_inline_auto\" id=\"style-css-av-mkpmk3ji-d68b7d473d1d7d212cac556f0ce6109c\">\n.flex_column.av-mkpmk3ji-d68b7d473d1d7d212cac556f0ce6109c{\nheight:auto;\nmin-height:300px;\nbackground:url(https:\/\/ingeocontrol.cl\/wp-content\/uploads\/2025\/05\/Laboratorio_2-300x200.jpg) 50% 50% no-repeat scroll ;\n}\n<\/style>\n<div  class='flex_column av-mkpmk3ji-d68b7d473d1d7d212cac556f0ce6109c av_one_fourth  avia-builder-el-6  el_after_av_three_fourth  el_before_av_hr  flex_column_div  '     ><\/div>\n<div  class='hr av-mkpmes4b-49c77741a73541eec4dd1a25acd0be7a hr-full  avia-builder-el-7  el_after_av_one_fourth  el_before_av_three_fourth  hr-shadow'><span class='hr-inner '><span class=\"hr-inner-style\"><\/span><\/span><\/div>\n<div  class='flex_column av-23z08-c2e5080d30d2cd039f9555314cf0f432 av_three_fourth  avia-builder-el-8  el_after_av_hr  el_before_av_one_fourth  first flex_column_div  '     ><p>\n<style type=\"text\/css\" data-created_by=\"avia_inline_auto\" id=\"style-css-av-mkpmcgl6-1a9b26df96f88b9dc69791a1bdb39ee9\">\n#top .av-special-heading.av-mkpmcgl6-1a9b26df96f88b9dc69791a1bdb39ee9{\npadding-bottom:10px;\n}\nbody .av-special-heading.av-mkpmcgl6-1a9b26df96f88b9dc69791a1bdb39ee9 .av-special-heading-tag .heading-char{\nfont-size:25px;\n}\n.av-special-heading.av-mkpmcgl6-1a9b26df96f88b9dc69791a1bdb39ee9 .av-subheading{\nfont-size:15px;\n}\n<\/style>\n<div  class='av-special-heading av-mkpmcgl6-1a9b26df96f88b9dc69791a1bdb39ee9 av-special-heading-h2 blockquote elegant-quote elegant-centered  avia-builder-el-9  el_before_av_tab_container  avia-builder-el-first '><h2 class='av-special-heading-tag '  itemprop=\"headline\"  ><span class=\"heading-wrap\">Ensayos Especiales de Laboratorio<\/span><\/h2><div class=\"special-heading-border\"><div class=\"special-heading-inner-border\"><\/div><\/div><\/div><br \/>\n<div  class='tabcontainer av-mkpmhoxm-cfda2180126e534f93b25600ea27efad sidebar_tab sidebar_tab_left  avia-builder-el-10  el_after_av_heading  avia-builder-el-last  tab-servicios border_tabs'>\n<section class='av_tab_section av_tab_section av-48gzu0-fd896f315afb856c0a9c130ee7f0b361'  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/CreativeWork\" ><div id='tab-id-8-tab' class='tab active_tab' role='tab' aria-selected=\"true\" tabindex=\"0\" data-fake-id='#tab-id-8' aria-controls='tab-id-8-content'  itemprop=\"headline\" >Compresi\u00f3n no confinada<\/div><div id='tab-id-8-content' class='tab_content active_tab_content' role='tabpanel' aria-labelledby='tab-id-8-tab' aria-hidden=\"false\"><div class='tab_inner_content invers-color'  itemprop=\"text\" ><h3><strong>Descripci\u00f3n de compresi\u00f3n no confinada<\/strong><\/h3>\n<table class=\"tabla-servicios\">\n<tbody>\n<tr>\n<td>Descripci\u00f3n \u00edtem 1 compresi\u00f3n no confinada<\/td>\n<\/tr>\n<tr>\n<td>Descripci\u00f3n \u00edtem 2 compresi\u00f3n no confinada<\/td>\n<\/tr>\n<tr>\n<td>Descripci\u00f3n \u00edtem 3 compresi\u00f3n no confinada<\/td>\n<\/tr>\n<tr>\n<td>Descripci\u00f3n \u00edtem 4 compresi\u00f3n no confinada<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div><\/div><\/section>\n<section class='av_tab_section av_tab_section av-2b82go-3228c307f6f6e2aa6cc4ef6634353329'  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/CreativeWork\" ><div id='tab-id-9-tab' class='tab' role='tab' aria-selected=\"false\" tabindex=\"0\" data-fake-id='#tab-id-9' aria-controls='tab-id-9-content'  itemprop=\"headline\" >Consolidaci\u00f3n<\/div><div id='tab-id-9-content' class='tab_content' role='tabpanel' aria-labelledby='tab-id-9-tab' aria-hidden=\"true\"><div class='tab_inner_content invers-color'  itemprop=\"text\" ><h3><strong>Descripci\u00f3n de consolidaci\u00f3n<\/strong><\/h3>\n<table class=\"tabla-servicios\">\n<tbody>\n<tr>\n<td>Descripci\u00f3n \u00edtem 1 consolidaci\u00f3n<\/td>\n<\/tr>\n<tr>\n<td>Descripci\u00f3n \u00edtem 2 consolidaci\u00f3n<\/td>\n<\/tr>\n<tr>\n<td>Descripci\u00f3n \u00edtem 3 consolidaci\u00f3n<\/td>\n<\/tr>\n<tr>\n<td>Descripci\u00f3n \u00edtem 4 consolidaci\u00f3n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div><\/div><\/section>\n<section class='av_tab_section av_tab_section av-mkpmho4z-1cac1b8c98192845b988c83d25f68a23'  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/CreativeWork\" ><div id='tab-id-10-tab' class='tab' role='tab' aria-selected=\"false\" tabindex=\"0\" data-fake-id='#tab-id-10' aria-controls='tab-id-10-content'  itemprop=\"headline\" >Corte Directo<\/div><div id='tab-id-10-content' class='tab_content' role='tabpanel' aria-labelledby='tab-id-10-tab' aria-hidden=\"true\"><div class='tab_inner_content invers-color'  itemprop=\"text\" ><h3><strong>Descripci\u00f3n de corte directo<\/strong><\/h3>\n<table class=\"tabla-servicios\">\n<tbody>\n<tr>\n<td>Descripci\u00f3n \u00edtem 1 corte directo<\/td>\n<\/tr>\n<tr>\n<td>Descripci\u00f3n \u00edtem 2 corte directo<\/td>\n<\/tr>\n<tr>\n<td>Descripci\u00f3n \u00edtem 3 corte directo<\/td>\n<\/tr>\n<tr>\n<td>Descripci\u00f3n \u00edtem 4 corte directo<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div><\/div><\/section>\n<\/div><\/p><\/div>\n\n<style type=\"text\/css\" data-created_by=\"avia_inline_auto\" id=\"style-css-av-8y6tjc-443c3f63a141d098f9e78531fc043bc3\">\n.flex_column.av-8y6tjc-443c3f63a141d098f9e78531fc043bc3{\nheight:auto;\nmin-height:300px;\nbackground:url(https:\/\/ingeocontrol.cl\/wp-content\/uploads\/2025\/05\/Laboratorio_2-300x200.jpg) 50% 50% no-repeat scroll ;\n}\n<\/style>\n<div  class='flex_column av-8y6tjc-443c3f63a141d098f9e78531fc043bc3 av_one_fourth  avia-builder-el-11  el_after_av_three_fourth  el_before_av_hr  flex_column_div  '     ><\/div>\n<div  class='hr av-3u0l9k-4a86ad3f5631d17ab8cfe1ef69f94c1d hr-full  avia-builder-el-12  el_after_av_one_fourth  el_before_av_three_fourth  hr-shadow'><span class='hr-inner '><span class=\"hr-inner-style\"><\/span><\/span><\/div>\n<div  class='flex_column av-5aa8go-a755b38f4d58d11fcf66d81fa72757cd av_three_fourth  avia-builder-el-13  el_after_av_hr  el_before_av_one_fourth  first flex_column_div  '     ><p>\n<style type=\"text\/css\" data-created_by=\"avia_inline_auto\" id=\"style-css-av-mkvb6r37-9cfcf114910022ec100390e00b0484cb\">\n#top .av-special-heading.av-mkvb6r37-9cfcf114910022ec100390e00b0484cb{\npadding-bottom:10px;\n}\nbody .av-special-heading.av-mkvb6r37-9cfcf114910022ec100390e00b0484cb .av-special-heading-tag .heading-char{\nfont-size:25px;\n}\n.av-special-heading.av-mkvb6r37-9cfcf114910022ec100390e00b0484cb .av-subheading{\nfont-size:15px;\n}\n<\/style>\n<div  class='av-special-heading av-mkvb6r37-9cfcf114910022ec100390e00b0484cb av-special-heading-h2 blockquote elegant-quote elegant-centered  avia-builder-el-14  el_before_av_tab_container  avia-builder-el-first '><h2 class='av-special-heading-tag '  itemprop=\"headline\"  ><span class=\"heading-wrap\">Ensayos in-situ<\/span><\/h2><div class=\"special-heading-border\"><div class=\"special-heading-inner-border\"><\/div><\/div><\/div><br \/>\n<div  class='tabcontainer av-mkvb9g2p-0aa2e225b78fc7e966c97834eaf74bbe sidebar_tab sidebar_tab_left  avia-builder-el-15  el_after_av_heading  avia-builder-el-last  tab-servicios border_tabs'>\n<section class='av_tab_section av_tab_section av-4eobyg-8cf4b54c680e27e3d8effa7650945812'  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/CreativeWork\" ><div id='tab-id-11-tab' class='tab active_tab' role='tab' aria-selected=\"true\" tabindex=\"0\" data-fake-id='#tab-id-11' aria-controls='tab-id-11-content'  itemprop=\"headline\" >Densidad Natural con Cono de Arena<\/div><div id='tab-id-11-content' class='tab_content active_tab_content' role='tabpanel' aria-labelledby='tab-id-11-tab' aria-hidden=\"false\"><div class='tab_inner_content invers-color'  itemprop=\"text\" ><h3><strong>Descripci\u00f3n de compresi\u00f3n no confinada<\/strong><\/h3>\n<table class=\"tabla-servicios\">\n<tbody>\n<tr>\n<td>Descripci\u00f3n \u00edtem 1 compresi\u00f3n no confinada<\/td>\n<\/tr>\n<tr>\n<td>Descripci\u00f3n \u00edtem 2 compresi\u00f3n no confinada<\/td>\n<\/tr>\n<tr>\n<td>Descripci\u00f3n \u00edtem 3 compresi\u00f3n no confinada<\/td>\n<\/tr>\n<tr>\n<td>Descripci\u00f3n \u00edtem 4 compresi\u00f3n no confinada<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div><\/div><\/section>\n<section class='av_tab_section av_tab_section av-21f9ug-b1c231e78c882fb1602efc8737f0f6ce'  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/CreativeWork\" ><div id='tab-id-12-tab' class='tab' role='tab' aria-selected=\"false\" tabindex=\"0\" data-fake-id='#tab-id-12' aria-controls='tab-id-12-content'  itemprop=\"headline\" >Infiltraci\u00f3n por M\u00e9todo Porchet<\/div><div id='tab-id-12-content' class='tab_content' role='tabpanel' aria-labelledby='tab-id-12-tab' aria-hidden=\"true\"><div class='tab_inner_content invers-color'  itemprop=\"text\" ><h3><strong>Descripci\u00f3n de consolidaci\u00f3n<\/strong><\/h3>\n<table class=\"tabla-servicios\">\n<tbody>\n<tr>\n<td>Descripci\u00f3n \u00edtem 1 consolidaci\u00f3n<\/td>\n<\/tr>\n<tr>\n<td>Descripci\u00f3n \u00edtem 2 consolidaci\u00f3n<\/td>\n<\/tr>\n<tr>\n<td>Descripci\u00f3n \u00edtem 3 consolidaci\u00f3n<\/td>\n<\/tr>\n<tr>\n<td>Descripci\u00f3n \u00edtem 4 consolidaci\u00f3n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div><\/div><\/section>\n<\/div><\/p><\/div>\n\n<style type=\"text\/css\" data-created_by=\"avia_inline_auto\" id=\"style-css-av-5ba8rc-47e4623a5ba12eedeb31f9c3e4aabeca\">\n.flex_column.av-5ba8rc-47e4623a5ba12eedeb31f9c3e4aabeca{\nheight:auto;\nmin-height:300px;\nbackground:url(https:\/\/ingeocontrol.cl\/wp-content\/uploads\/2025\/05\/Laboratorio_2-300x200.jpg) 50% 50% 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