{"id":2735,"date":"2026-07-23T02:42:01","date_gmt":"2026-07-23T06:42:01","guid":{"rendered":"https:\/\/pangeageotecnia.com\/?post_type=caso_estudio&#038;p=2735"},"modified":"2026-07-31T02:31:22","modified_gmt":"2026-07-31T06:31:22","slug":"caracterizacion-avanzada-de-un-deposito-de-ripios-mediante-presiometro-de-alta-resolucion","status":"publish","type":"caso_estudio","link":"https:\/\/pangeageotecnia.com\/en\/casos-de-estudio\/caracterizacion-avanzada-de-un-deposito-de-ripios-mediante-presiometro-de-alta-resolucion\/","title":{"rendered":"Advanced characterization of a heap leach deposit using a high-resolution pressuremeter"},"content":{"rendered":"<figure data-wp-context=\"{&quot;imageId&quot;:&quot;6ac0c9a25fe7d&quot;}\" data-wp-interactive=\"core\/image\" data-wp-key=\"6ac0c9a25fe7d\" class=\"wp-block-image size-full wp-lightbox-container\"><img loading=\"lazy\" decoding=\"async\" width=\"1200\" height=\"900\" data-wp-class--hide=\"state.isContentHidden\" 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https:\/\/pangeageotecnia.com\/wp-content\/uploads\/2026\/07\/caso-7.9-300x225.webp 300w, https:\/\/pangeageotecnia.com\/wp-content\/uploads\/2026\/07\/caso-7.9-1024x768.webp 1024w, https:\/\/pangeageotecnia.com\/wp-content\/uploads\/2026\/07\/caso-7.9-768x576.webp 768w, https:\/\/pangeageotecnia.com\/wp-content\/uploads\/2026\/07\/caso-7.9-16x12.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\" \/>\n\t\t\t<\/svg>\n\t\t<\/button><\/figure>","protected":false},"excerpt":{"rendered":"","protected":false},"featured_media":2835,"template":"","meta":{"pangea_industria":"Miner\u00eda","pangea_ubicacion":"Regi\u00f3n de Antofagasta, Chile","pangea_anio":"2026","pangea_servicio":"Investigaci\u00f3n geot\u00e9cnica para an\u00e1lisis de estabilidad","pangea_kpi_valor":"\u2248 40\u00b0","pangea_kpi_descripcion":"\u00c1ngulo de resistencia al corte obtenido mediante la caracterizaci\u00f3n realizada por Pangea, coherente con la geometr\u00eda observada del talud y posteriormente confirmado mediante ensayos complementarios.","pangea_resumen_caso":"Tras un deslizamiento ocurrido en un dep\u00f3sito de ripios de una operaci\u00f3n minera de la Regi\u00f3n de Antofagasta, Pangea desarroll\u00f3 una investigaci\u00f3n geot\u00e9cnica especializada mediante presi\u00f3metros de alta resoluci\u00f3n para caracterizar el comportamiento del material y comprender el mecanismo de falla. La metodolog\u00eda permiti\u00f3 obtener par\u00e1metros representativos del dep\u00f3sito, reducir la incertidumbre de la caracterizaci\u00f3n y entregar una base t\u00e9cnica para el an\u00e1lisis de estabilidad y el dise\u00f1o de medidas de estabilizaci\u00f3n.","pangea_servicios_aplicados":"Investigaci\u00f3n geot\u00e9cnica.\r\nEnsayos presiom\u00e9tricos de alta resoluci\u00f3n.\r\nCaracterizaci\u00f3n geot\u00e9cnica.\r\nAn\u00e1lisis de estabilidad de taludes.\r\nInterpretaci\u00f3n de par\u00e1metros geot\u00e9cnicos.","pangea_tecnologias_utilizadas":"Presi\u00f3metro de alta resoluci\u00f3n.\r\nPLAXIS 2D.\r\nModelaci\u00f3n num\u00e9rica.\r\nAn\u00e1lisis constitutivo.","pangea_resultados_destacados":[],"pangea_datos_proyecto":"En 2021 una operaci\u00f3n minera de la Regi\u00f3n de Antofagasta registr\u00f3 un deslizamiento en un dep\u00f3sito de ripios de aproximadamente 3 km\u00b2 y hasta 43 m de altura, compuesto principalmente por gravas contenidas en una matriz de arenas arcillosas. Tras una campa\u00f1a de exploraci\u00f3n desarrollada por el cliente en 2022 \u2014que incluy\u00f3 CPTu, sondajes s\u00f3nicos y ensayos triaxiales\u2014 persist\u00edan importantes incertidumbres respecto del mecanismo de falla y de los par\u00e1metros geot\u00e9cnicos representativos del material.","pangea_desafio":"Determinar par\u00e1metros representativos de resistencia y rigidez para un dep\u00f3sito granular de gran tama\u00f1o, donde las campa\u00f1as de investigaci\u00f3n previas presentaban resultados altamente dispersos y no permit\u00edan explicar el comportamiento observado en terreno.","pangea_solucion":"Pangea ejecut\u00f3 una campa\u00f1a especializada mediante presi\u00f3metros de alta resoluci\u00f3n, dise\u00f1ada para caracterizar un volumen de suelo representativo de la granulometr\u00eda del dep\u00f3sito. La informaci\u00f3n obtenida fue interpretada mediante la metodolog\u00eda desarrollada por Pangea e integrada posteriormente en un an\u00e1lisis num\u00e9rico de estabilidad para reproducir el comportamiento observado en terreno.","pangea_resultados":"La caracterizaci\u00f3n permiti\u00f3 obtener un \u00e1ngulo de resistencia al corte cercano a 39\u201340\u00b0, consistente con la geometr\u00eda observada del talud y posteriormente confirmado mediante ensayos complementarios realizados por Pangea. Los par\u00e1metros obtenidos redujeron significativamente la dispersi\u00f3n observada en campa\u00f1as anteriores y permitieron reproducir adecuadamente la condici\u00f3n de falla mediante an\u00e1lisis de estabilidad, entregando una base t\u00e9cnica para definir medidas de estabilizaci\u00f3n del dep\u00f3sito.","pangea_aprendizajes":"En materiales granulares de gran tama\u00f1o, la representatividad del volumen ensayado puede ser determinante para obtener par\u00e1metros geot\u00e9cnicos confiables. Este caso demuestra que una caracterizaci\u00f3n basada en presi\u00f3metros de alta resoluci\u00f3n permite reducir la incertidumbre, comprender el comportamiento real del terreno y respaldar decisiones de ingenier\u00eda en condiciones donde otras metodolog\u00edas presentan limitaciones.","footnotes":""},"categories":[43],"tema_tecnico":[41,38,34,31,26],"class_list":["post-2735","caso_estudio","type-caso_estudio","status-publish","has-post-thumbnail","hentry","category-caso-de-estudio-destacado","tema_tecnico-depositos-de-ripio","tema_tecnico-estabilidad-de-taludes","tema_tecnico-mineria","tema_tecnico-modelacion-numerica","tema_tecnico-presiometro"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.6 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Caracterizaci\u00f3n avanzada de un dep\u00f3sito de ripios mediante presi\u00f3metro de alta resoluci\u00f3n - 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\/caracterizacion-avanzada-de-un-deposito-de-ripios-mediante-presiometro-de-alta-resolucion\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Caracterizaci\u00f3n avanzada de un dep\u00f3sito de ripios mediante presi\u00f3metro de alta resoluci\u00f3n - 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