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02:53:35","menu_order":0,"mime_type":"image\/webp","type":"image","subtype":"webp","icon":"https:\/\/grupotdm.com\/geosinteticos\/wp-includes\/images\/media\/default.png","width":1000,"height":754,"sizes":{"thumbnail":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/10\/Estabilizacion-de-vias-de-acarre-1.webp","thumbnail-width":150,"thumbnail-height":113,"medium":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/10\/Estabilizacion-de-vias-de-acarre-1.webp","medium-width":300,"medium-height":226,"medium_large":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/10\/Estabilizacion-de-vias-de-acarre-1.webp","medium_large-width":768,"medium_large-height":579,"large":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/10\/Estabilizacion-de-vias-de-acarre-1.webp","large-width":1000,"large-height":754,"1536x1536":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/10\/Estabilizacion-de-vias-de-acarre-1.webp","1536x1536-width":1000,"1536x1536-height":754,"2048x2048":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/10\/Estabilizacion-de-vias-de-acarre-1.webp","2048x2048-width":1000,"2048x2048-height":754}},"seccion_6_solucion_asfaltos_titulo":"Refuerzo de bases granulares drenantes en Mina Antamina, Ancash, Per\u00fa.","seccion_6_solucion_asfaltos_url":"

El camino minero existente presentaba altos niveles de deformabilidad debido a deficiencias en el drenaje superficial, lo que generaba una baja serviciabilidad en la v\u00eda. Esta condici\u00f3n afectaba directamente el rendimiento diario de las operaciones de movimiento de tierras, incrementando los costos operativos y reduciendo la eficiencia del proyecto.<\/p>\n

Para estabilizar la v\u00eda y recuperar su funcionalidad, se implement\u00f3 un sistema de refuerzo compuesto por material granular drenante en combinaci\u00f3n con geosint\u00e9ticos, utilizando geotextil no tejido y geoceldas de HDPE. Esta soluci\u00f3n permiti\u00f3 mejorar la capacidad de soporte, facilitar el drenaje y controlar la deformaci\u00f3n, garantizando una v\u00eda m\u00e1s estable, segura y eficiente para las operaciones mineras.<\/p>\n"}]}},"lang":"es","translations":{"es":2045,"en":2046,"pt":2047},"pll_sync_post":[],"_links":{"self":[{"href":"https:\/\/grupotdm.com\/geosinteticos\/wp-json\/wp\/v2\/solucion\/2045","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/grupotdm.com\/geosinteticos\/wp-json\/wp\/v2\/solucion"}],"about":[{"href":"https:\/\/grupotdm.com\/geosinteticos\/wp-json\/wp\/v2\/types\/solucion"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/grupotdm.com\/geosinteticos\/wp-json\/wp\/v2\/media\/2238"}],"wp:attachment":[{"href":"https:\/\/grupotdm.com\/geosinteticos\/wp-json\/wp\/v2\/media?parent=2045"}],"wp:term":[{"taxonomy":"ubicacion-de-solucion","embeddable":true,"href":"https:\/\/grupotdm.com\/geosinteticos\/wp-json\/wp\/v2\/ubicacion-de-solucion?post=2045"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}