{"id":144385,"date":"2025-11-19T10:35:41","date_gmt":"2025-11-19T09:35:41","guid":{"rendered":"https:\/\/www.maccaferri.com\/mx\/success-stories\/control-de-erosion-en-terraplenes-de-puente\/"},"modified":"2026-03-31T16:35:44","modified_gmt":"2026-03-31T14:35:44","slug":"control-de-erosion-en-terraplenes-de-puente","status":"publish","type":"stories","link":"https:\/\/www.maccaferri.com\/mx\/casos-de-\u00e9xito\/control-de-erosion-en-terraplenes-de-puente\/","title":{"rendered":"CONTROL DE EROSI\u00d3N EN TERRAPLENES DE PUENTE"},"content":{"rendered":"
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    \"\"<\/div>\n <\/div>\n <\/div>\n
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    CONTROL DE EROSI\u00d3N EN TERRAPLENES DE PUENTE_0<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    \"\"<\/div>\n <\/div>\n <\/div>\n
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    CONTROL DE EROSI\u00d3N EN TERRAPLENES DE PUENTE_1<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    CONTROL DE EROSI\u00d3N EN TERRAPLENES DE PUENTE_2<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    CONTROL DE EROSI\u00d3N EN TERRAPLENES DE PUENTE_3<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    CONTROL DE EROSI\u00d3N EN TERRAPLENES DE PUENTE_4<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    CONTROL DE EROSI\u00d3N EN TERRAPLENES DE PUENTE_5<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n\n <\/div>\n <\/div>

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    Challenge<\/h3>\n <\/div>\n <\/div>\n <\/div>\n <\/div> \n <\/div>\n
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    El tramo del camino es: Ant\u00c3\u00b3n Lizardo \u00e2\u0080\u0093 La Piedra., durante el desarrollo de proyecto, se considera para la conformaci\u00c3\u00b3n de terraplenes en los accesos del puente, material de arena de m\u00c3\u00a9dano. Esto con el fin de disminuir el costo de acarreo de material de banco. La problem\u00c3\u00a1tica que esto genera, es la exposici\u00c3\u00b3n de la arena bajo condiciones de intemperismo y condiciones clim\u00c3\u00a1ticas poco favorables, ya que se encuentra cerca de la costa, proporcionando condiciones de erosi\u00c3\u00b3n paulatinas.<\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    Solution<\/h3>\n <\/div>\n <\/div>\n <\/div>\n <\/div> \n <\/div>\n
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    La soluci\u00c3\u00b3n fue el generar una protecci\u00c3\u00b3n de manera conjunta con material MacMat R3 y una planta llamada \u00e2\u0080\u009cBetiver\u00e2\u0080\u009d, donde se arrope el terrapl\u00c3\u00a9n con ambos materiales. Presentando un proceso constructivo simple, donde el MacMat R3, sirva como superficie de desplante y plantar longitudinalmente encima de este, en la parte superior e inferior, brindando el sistema principal de anclaje. De manera particular, la planta proporciona una protecci\u00c3\u00b3n contra los efectos de la lluvia y el MacMat R3, proporciona protecci\u00c3\u00b3n contra erosi\u00c3\u00b3n h\u00c3\u00addrica, protege al talud contra los embates del aire y la lluvia.<\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>

    Used Products<\/h2>
    \"MacMat<\/div>
    MacMat R<\/h6>Las geomantas reforzadas son compuestos en los que la estructura de la manta 3D est\u00e1 incrustada en un refuerzo que puede ser una malla de acero de dob<\/span>Vista\n \n <\/a>
    star<\/span><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div>","protected":false},"excerpt":{"rendered":"

    La soluci\u00c3\u00b3n fue el generar una protecci\u00c3\u00b3n de manera conjunta con material MacMat R3 y una planta llamada \u00e2\u0080\u009cBetiver\u00e2\u0080\u009d, donde se arrope el<\/p>\n","protected":false},"featured_media":9286,"parent":0,"menu_order":0,"template":"","stories-category":[],"stories-tag":[],"class_list":["post-144385","stories","type-stories","status-publish","has-post-thumbnail","hentry"],"acf":{"products":[144256],"applications":[147547,147547],"solutions":[136655],"sectors":[147489]},"yoast_head":"\nCONTROL DE EROSI\u00d3N EN TERRAPLENES DE PUENTE - Maccaferri Mexico<\/title>\n<meta name=\"description\" content=\"Explora nuestras historias de \u00e9xito: CONTROL DE EROSI\u00d3N EN TERRAPLENES DE PUENTE. 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