{"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":"2026-07-31T03:22:06","modified_gmt":"2026-07-31T07:22:06","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;6a80710e67716&quot;}\" data-wp-interactive=\"core\/image\" data-wp-key=\"6a80710e67716\" 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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https:\/\/pangeageotecnia.com\/wp-content\/uploads\/2026\/07\/caso-6.2-768x576.webp 768w, https:\/\/pangeageotecnia.com\/wp-content\/uploads\/2026\/07\/caso-6.2-16x12.webp 16w\" sizes=\"auto, (max-width: 1200px) 100vw, 1200px\" \/><button\n\t\t\tclass=\"lightbox-trigger\"\n\t\t\ttype=\"button\"\n\t\t\taria-haspopup=\"dialog\"\n\t\t\tdata-wp-bind--aria-label=\"state.thisImage.triggerButtonAriaLabel\"\n\t\t\tdata-wp-init=\"callbacks.initTriggerButton\"\n\t\t\tdata-wp-on--click=\"actions.showLightbox\"\n\t\t\tdata-wp-style--right=\"state.thisImage.buttonRight\"\n\t\t\tdata-wp-style--top=\"state.thisImage.buttonTop\"\n\t\t>\n\t\t\t<svg xmlns=\"http:\/\/www.w3.org\/2000\/svg\" width=\"12\" height=\"12\" fill=\"none\" viewbox=\"0 0 12 12\">\n\t\t\t\t<path fill=\"#fff\" d=\"M2 0a2 2 0 0 0-2 2v2h1.5V2a.5.5 0 0 1 .5-.5h2V0H2Zm2 10.5H2a.5.5 0 0 1-.5-.5V8H0v2a2 2 0 0 0 2 2h2v-1.5ZM8 12v-1.5h2a.5.5 0 0 0 .5-.5V8H12v2a2 2 0 0 1-2 2H8Zm2-12a2 2 0 0 1 2 2v2h-1.5V2a.5.5 0 0 0-.5-.5H8V0h2Z\" 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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":"Hasta 2 \u00f3rdenes de magnitud","pangea_kpi_descripcion":"Reducci\u00f3n de la variabilidad en las predicciones respecto del promedio obtenido por los participantes del benchmark internacional.","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 todos los participantes, la metodolog\u00eda permiti\u00f3 obtener predicciones de capacidad portante y asentamientos significativamente m\u00e1s cercanas al comportamiento real, reduciendo la variabilidad observada en el ejercicio internacional.","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_datos_proyecto":"El benchmark internacional desarrollado en el National Field Testing Facility de Ballina, Australia, reuni\u00f3 a 88 ingenieros de 13 pa\u00edses para evaluar la capacidad de predecir la capacidad portante y los asentamientos de una fundaci\u00f3n superficial sobre arcilla blanda. Todos los participantes trabajaron con exactamente la misma base de datos geot\u00e9cnica, obtenida mediante una campa\u00f1a de investigaci\u00f3n excepcionalmente completa 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 de interpretaci\u00f3n geot\u00e9cnica era capaz de reducir la variabilidad observada en las predicciones de capacidad portante y asentamientos utilizando exclusivamente la informaci\u00f3n disponible para todos los participantes del benchmark.","pangea_solucion":"Pangea aplic\u00f3 su metodolog\u00eda de interpretaci\u00f3n desarrollada 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. Todo el an\u00e1lisis se realiz\u00f3 empleando \u00fanicamente la informaci\u00f3n disponible para el resto de los participantes del ejercicio internacional.","pangea_resultados":"Mientras las predicciones del benchmark presentaron una alta dispersi\u00f3n \u2014con diferencias de hasta un orden de magnitud respecto de los valores medidos\u2014, la metodolog\u00eda aplicada por Pangea obtuvo estimaciones considerablemente m\u00e1s cercanas al comportamiento observado. Los errores en los asentamientos se mantuvieron entre aproximadamente 14 % y 33 %, mientras que la capacidad portante fue estimada con un error cercano al 12 %.\r\n\r\nLos resultados evidenciaron una reducci\u00f3n significativa de la variabilidad respecto del promedio del ejercicio internacional, demostrando que una interpretaci\u00f3n consistente de los par\u00e1metros geot\u00e9cnicos puede mejorar sustancialmente la capacidad predictiva de los modelos num\u00e9ricos.","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 la calidad con que se interpretan los par\u00e1metros del terreno. Este caso demuestra que una metodolog\u00eda sistem\u00e1tica de interpretaci\u00f3n permite 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 v28.1 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Benchmark internacional de predicci\u00f3n geot\u00e9cnica en arcillas blandas - Pangea Geotecnia<\/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:\/\/pangeageotecnia.com\/en\/casos-de-estudio\/benchmark-internacional-de-prediccion-geotecnica-en-arcillas-blandas\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Benchmark internacional de predicci\u00f3n geot\u00e9cnica en arcillas blandas - 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