{"id":2733,"date":"2026-07-23T02:38:37","date_gmt":"2026-07-23T06:38:37","guid":{"rendered":"https:\/\/pangeageotecnia.com\/?post_type=caso_estudio&#038;p=2733"},"modified":"2026-09-15T00:40:02","modified_gmt":"2026-09-15T03:40:02","slug":"benchmark-internacional-de-prediccion-geotecnica-en-arcillas-blandas","status":"publish","type":"caso_estudio","link":"https:\/\/pangeageotecnia.com\/en\/casos-de-estudio\/benchmark-internacional-de-prediccion-geotecnica-en-arcillas-blandas\/","title":{"rendered":"International benchmark for geotechnical prediction in oft clays"},"content":{"rendered":"<figure data-wp-context=\"{&quot;imageId&quot;:&quot;6ac0bbf845197&quot;}\" data-wp-interactive=\"core\/image\" data-wp-key=\"6ac0bbf845197\" class=\"wp-block-image size-full wp-lightbox-container\"><img loading=\"lazy\" decoding=\"async\" width=\"1200\" height=\"900\" data-wp-class--hide=\"state.isContentHidden\" data-wp-class--show=\"state.isContentVisible\" data-wp-init=\"callbacks.setButtonStyles\" 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\/>\n\t\t\t<\/svg>\n\t\t<\/button><\/figure>\n\n\n\n<figure class=\"wp-block-embed is-type-video is-provider-youtube wp-block-embed-youtube wp-embed-aspect-16-9 wp-has-aspect-ratio\"><div class=\"wp-block-embed__wrapper\">\n<iframe loading=\"lazy\" title=\"CGSE - Foundation failure\" width=\"500\" height=\"281\" src=\"https:\/\/www.youtube.com\/embed\/yieYnFVybzU?feature=oembed\" frameborder=\"0\" allow=\"accelerometer; autoplay; clipboard-write; encrypted-media; gyroscope; picture-in-picture; web-share\" referrerpolicy=\"strict-origin-when-cross-origin\" allowfullscreen><\/iframe>\n<\/div><\/figure>\n\n\n\n<div class=\"wp-block-buttons is-layout-flex wp-block-buttons-is-layout-flex\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link wp-element-button\" href=\"https:\/\/doi.org\/10.1016\/j.compgeo.2017.05.009\">DOI: Insights from a shallow foundation load-settlement prediction exercise<\/a><\/div>\n<\/div>","protected":false},"excerpt":{"rendered":"","protected":false},"featured_media":2836,"template":"","meta":{"pangea_industria":"Investigaci\u00f3n geot\u00e9cnica","pangea_ubicacion":"Ballina, Australia","pangea_anio":"-","pangea_servicio":"Interpretaci\u00f3n geot\u00e9cnica y modelaci\u00f3n num\u00e9rica","pangea_kpi_valor":"\u224812 % vs. \u224862 %","pangea_kpi_descripcion":"Error en la predicci\u00f3n de capacidad portante: Pangea frente al valor comparativo de los dem\u00e1s participantes.","pangea_resumen_caso":"Pangea aplic\u00f3 su metodolog\u00eda de interpretaci\u00f3n geot\u00e9cnica a un benchmark internacional desarrollado sobre una fundaci\u00f3n superficial instrumentada en Ballina, Australia. Utilizando exclusivamente la informaci\u00f3n disponible para los participantes, la metodolog\u00eda permiti\u00f3 obtener predicciones de capacidad portante y asentamientos considerablemente m\u00e1s cercanas al comportamiento medido.","pangea_servicios_aplicados":"Interpretaci\u00f3n geot\u00e9cnica.\r\nAn\u00e1lisis de presi\u00f3metros.\r\nModelaci\u00f3n num\u00e9rica.\r\nValidaci\u00f3n de par\u00e1metros geot\u00e9cnicos.\r\nAn\u00e1lisis comparativo de desempe\u00f1o.","pangea_tecnologias_utilizadas":"Presi\u00f3metro autoperforado.\r\nPlaxis 2D.\r\nModified Cam Clay.\r\nModelaci\u00f3n num\u00e9rica.","pangea_resultados_destacados":[{"valor":"\u224812 % vs. \u224862 %","descripcion":"Error en la predicci\u00f3n de capacidad portante: Pangea frente al valor comparativo de los dem\u00e1s participantes."},{"valor":"\u224814 % vs. \u2248468 %","descripcion":"Error en la predicci\u00f3n del asentamiento a carga \u00faltima (U100): Pangea frente al valor comparativo de los dem\u00e1s participantes."}],"pangea_datos_proyecto":"El benchmark internacional desarrollado en el National Field Testing Facility de Ballina, Australia, reuni\u00f3 a 88 ingenieros, quienes presentaron 50 predicciones desde 13 pa\u00edses, para evaluar la capacidad de predecir la capacidad portante y los asentamientos de una fundaci\u00f3n superficial sobre arcilla blanda.\r\n\r\nTodos los participantes trabajaron con la misma base de datos geot\u00e9cnica proporcionada para el ejercicio, obtenida mediante una extensa campa\u00f1a de investigaci\u00f3n que incorpor\u00f3 presi\u00f3metros autoperforados, ensayos triaxiales, CPT, T-bar, piezoball, veleta de corte y otros ensayos avanzados.","pangea_desafio":"Evaluar si una metodolog\u00eda sistem\u00e1tica de interpretaci\u00f3n geot\u00e9cnica era capaz de obtener predicciones m\u00e1s cercanas al comportamiento observado, utilizando exclusivamente la informaci\u00f3n disponible para los participantes del benchmark.","pangea_solucion":"Pangea aplic\u00f3 su metodolog\u00eda de interpretaci\u00f3n a partir de los datos del presi\u00f3metro autoperforado, obteniendo los par\u00e1metros necesarios para construir un modelo num\u00e9rico en Plaxis 2D utilizando el modelo constitutivo Modified Cam Clay.\r\n\r\nTodo el an\u00e1lisis se realiz\u00f3 empleando \u00fanicamente la informaci\u00f3n disponible para los participantes del ejercicio internacional.","pangea_resultados":"La metodolog\u00eda aplicada por Pangea obtuvo predicciones considerablemente m\u00e1s cercanas al comportamiento medido.\r\n\r\nPara una capacidad \u00faltima medida de 205 kN, Pangea obtuvo una predicci\u00f3n de 180 kN, equivalente a un error aproximado del 12 %. El valor comparativo de los dem\u00e1s participantes fue de 333 kN, equivalente a una desviaci\u00f3n aproximada del 62 % respecto del valor medido.\r\n\r\nPara el asentamiento a carga \u00faltima (U100), el valor medido fue de 22 mm y Pangea predijo 25 mm, con un error aproximado del 14 %. El valor comparativo de los dem\u00e1s participantes fue de 125 mm, equivalente a una desviaci\u00f3n aproximada del 468 % respecto del valor medido.\r\n\r\nLos resultados muestran c\u00f3mo una interpretaci\u00f3n consistente de los par\u00e1metros geot\u00e9cnicos permiti\u00f3 obtener predicciones significativamente m\u00e1s pr\u00f3ximas al comportamiento observado, utilizando la misma informaci\u00f3n disponible para el ejercicio internacional.","pangea_aprendizajes":"La precisi\u00f3n de una predicci\u00f3n geot\u00e9cnica depende no solo de la cantidad de informaci\u00f3n disponible o del modelo constitutivo utilizado, sino tambi\u00e9n de c\u00f3mo se interpretan los par\u00e1metros del terreno.\r\n\r\nEste caso muestra que una metodolog\u00eda sistem\u00e1tica de interpretaci\u00f3n puede reducir la subjetividad, mejorar la reproducibilidad de los resultados y aumentar la confiabilidad de las predicciones geot\u00e9cnicas.","footnotes":""},"categories":[],"tema_tecnico":[40,31,27,26],"class_list":["post-2733","caso_estudio","type-caso_estudio","status-publish","has-post-thumbnail","hentry","tema_tecnico-arcillas-blandas","tema_tecnico-modelacion-numerica","tema_tecnico-plaxis","tema_tecnico-presiometro"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.6 - 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