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Refuerzo estructural de la subrasante estabilizada
\n<\/b>Incrementa el CBR del suelo tratado, mejorando su capacidad de soporte y aportando mayor estabilidad a la estructura del pavimento.<\/span><\/p>\n

Optimizaci\u00f3n del \u00edndice pl\u00e1stico (IP)
\n<\/b>Reduce la plasticidad del suelo, minimizando deformaciones y mejorando el comportamiento mec\u00e1nico bajo carga.<\/span><\/p>\n

Control de la expansi\u00f3n de suelos activos
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Mejor desempe\u00f1o en condiciones de servicio
\n<\/b>Eleva la durabilidad del pavimento al mejorar la respuesta estructural frente a cargas repetidas y condiciones ambientales variables.<\/span><\/p>\n

Incremento del m\u00f3dulo de resiliencia en capas granulares
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Image 2025-04-14 at 7.57.17 PM","filename":"WhatsApp-Image-2025-04-14-at-7.57.17-PM.webp","filesize":254952,"url":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/12\/WhatsApp-Image-2025-04-14-at-7.57.17-PM.webp","link":"https:\/\/grupotdm.com\/geosinteticos\/pt\/whatsapp-image-2025-04-14-at-7-57-17-pm\/","alt":"","author":"2","description":"","caption":"","name":"whatsapp-image-2025-04-14-at-7-57-17-pm","status":"inherit","uploaded_to":0,"date":"2025-12-22 22:59:37","modified":"2025-12-22 22:59:38","menu_order":0,"mime_type":"image\/webp","type":"image","subtype":"webp","icon":"https:\/\/grupotdm.com\/geosinteticos\/wp-includes\/images\/media\/default.png","width":1024,"height":768,"sizes":{"thumbnail":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/12\/WhatsApp-Image-2025-04-14-at-7.57.17-PM.webp","thumbnail-width":150,"thumbnail-height":113,"medium":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/12\/WhatsApp-Image-2025-04-14-at-7.57.17-PM.webp","medium-width":300,"medium-height":225,"medium_large":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/12\/WhatsApp-Image-2025-04-14-at-7.57.17-PM.webp","medium_large-width":768,"medium_large-height":576,"large":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/12\/WhatsApp-Image-2025-04-14-at-7.57.17-PM.webp","large-width":1024,"large-height":768,"1536x1536":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/12\/WhatsApp-Image-2025-04-14-at-7.57.17-PM.webp","1536x1536-width":1024,"1536x1536-height":768,"2048x2048":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/12\/WhatsApp-Image-2025-04-14-at-7.57.17-PM.webp","2048x2048-width":1024,"2048x2048-height":768}},"seccion_6_solucion_asfaltos_titulo":"Proyecto Defensa Ribere\u00f1a del r\u00edo Casma-Ancash, Per\u00fa.","seccion_6_solucion_asfaltos_url":"

El proyecto presentaba un desaf\u00edo t\u00e9cnico cr\u00edtico: la presencia de suelos blandos sobresaturados en la zona de emplazamiento del dique proyectado sobre el que se coloca material de relleno.<\/p>\n

Esta condici\u00f3n imped\u00eda alcanzar la densidad requerida para garantizar una mayor resistencia al corte, comprometiendo as\u00ed la estabilidad y desempe\u00f1o estructural del dique en su etapa operativa.<\/p>\n

Para superar esta limitaci\u00f3n, se implement\u00f3 la construcci\u00f3n de una plataforma de trabajo sobre el terreno blando, permitiendo estabilizar la base y proporcionar soporte adecuado a las capas de relleno del dique.<\/p>\n

Esta soluci\u00f3n t\u00e9cnica hizo posible alcanzar las m\u00e1ximas densidades especificadas en el requerimiento del proyecto, asegurando la integridad del dique y la eficiencia del proceso constructivo.<\/p>\n"},{"seccion_6_solucion_asfaltos_imagen_desktop":{"ID":4677,"id":4677,"title":"WhatsApp Image 2025-04-14 at 7.25.19 PM (1)","filename":"WhatsApp-Image-2025-04-14-at-7.25.19-PM-1.webp","filesize":214100,"url":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/12\/WhatsApp-Image-2025-04-14-at-7.25.19-PM-1.webp","link":"https:\/\/grupotdm.com\/geosinteticos\/pt\/whatsapp-image-2025-04-14-at-7-25-19-pm-1\/","alt":"","author":"2","description":"","caption":"","name":"whatsapp-image-2025-04-14-at-7-25-19-pm-1","status":"inherit","uploaded_to":0,"date":"2025-12-22 23:03:09","modified":"2025-12-22 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23:03:10","menu_order":0,"mime_type":"image\/webp","type":"image","subtype":"webp","icon":"https:\/\/grupotdm.com\/geosinteticos\/wp-includes\/images\/media\/default.png","width":1024,"height":768,"sizes":{"thumbnail":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/12\/WhatsApp-Image-2025-04-14-at-7.25.19-PM-1.webp","thumbnail-width":150,"thumbnail-height":113,"medium":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/12\/WhatsApp-Image-2025-04-14-at-7.25.19-PM-1.webp","medium-width":300,"medium-height":225,"medium_large":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/12\/WhatsApp-Image-2025-04-14-at-7.25.19-PM-1.webp","medium_large-width":768,"medium_large-height":576,"large":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/12\/WhatsApp-Image-2025-04-14-at-7.25.19-PM-1.webp","large-width":1024,"large-height":768,"1536x1536":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/12\/WhatsApp-Image-2025-04-14-at-7.25.19-PM-1.webp","1536x1536-width":1024,"1536x1536-height":768,"2048x2048":"https:\/\/grupotdm.com\/geosinteticos\/wp-content\/uploads\/sites\/3\/2025\/12\/WhatsApp-Image-2025-04-14-at-7.25.19-PM-1.webp","2048x2048-width":1024,"2048x2048-height":768}},"seccion_6_solucion_asfaltos_titulo":"Proyecto Camino R\u00edo Hollemberg \u2013 R\u00edo P\u00e9rez, Provincia de Magallanes y de la Ant\u00e1rtica Chilena, Chile.","seccion_6_solucion_asfaltos_url":"

La construcci\u00f3n de una nueva carretera enfrentaba condiciones geot\u00e9cnicas complejas al desarrollarse sobre suelos de turba. Esta situaci\u00f3n representaba un riesgo significativo para la estabilidad de la v\u00eda y la durabilidad de la infraestructura en el mediano y largo plazo.<\/p>\n

Para mitigar estas limitaciones, se implement\u00f3 un sistema de refuerzo compuesto por material granular drenante combinado con geosint\u00e9ticos, integrando un geotextil no tejido y una geocelda de HDPE. Esta soluci\u00f3n permiti\u00f3 distribuir las cargas de forma eficiente, mejorar el drenaje y aumentar la capacidad de soporte del terreno, optimizando el desempe\u00f1o estructural de la carretera desde su etapa de construcci\u00f3n.<\/p>\n"}]}},"lang":"pt","translations":{"pt":5808,"en":4678,"es":4650},"pll_sync_post":[],"_links":{"self":[{"href":"https:\/\/grupotdm.com\/geosinteticos\/wp-json\/wp\/v2\/solucion\/5808","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\/4661"}],"wp:attachment":[{"href":"https:\/\/grupotdm.com\/geosinteticos\/wp-json\/wp\/v2\/media?parent=5808"}],"wp:term":[{"taxonomy":"ubicacion-de-solucion","embeddable":true,"href":"https:\/\/grupotdm.com\/geosinteticos\/wp-json\/wp\/v2\/ubicacion-de-solucion?post=5808"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}