{"id":118935,"date":"2026-01-22T13:02:59","date_gmt":"2026-01-22T12:02:59","guid":{"rendered":"https:\/\/www.maccaferri.com\/br\/success-stories\/second-stage-mme-at-puerto-escondido-airport\/"},"modified":"2026-03-31T14:38:38","modified_gmt":"2026-03-31T12:38:38","slug":"second-stage-mme-at-puerto-escondido-airport","status":"publish","type":"stories","link":"https:\/\/www.maccaferri.com\/br\/casos-de-sucesso\/second-stage-mme-at-puerto-escondido-airport\/","title":{"rendered":"Second Stage MME at Puerto Escondido Airport"},"content":{"rendered":"
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    Site of the construction<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    Before the construction<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    During the construction<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    During the construction<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    Final works<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    Greening of the area<\/p>\n \n <\/div>\n <\/div>\n <\/div>\n <\/div>\n

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    Technical Design<\/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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    The erosive action of the stream flowing parallel to kilometer 137 on the federal highway Pinotepa Nacional – Salina Cruz has caused the undermining of the embankment, risking its stability. Additionally, the urban expansion brings a larger surface covered with asphalt and concrete, which have a lower infiltration coefficient, resulting in increased hydraulic expenditure, especially during hydro-meteorological events that affect this coastal city.<\/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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    To strengthen the embankment, a longitudinal containment structure was designed and built, combining gabion walls and the Terramesh System along with Paragrid 200 HF geogrids. Additionally, transverse deflector-type structures and two gabion weirs were included to control the slope of the channel. Also, an increased embedment depth was implemented for this wall, located in a high seismicity zone.<\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>

    Used Products<\/h2>
    \"MacForce\"<\/div>
    MacForce<\/h6>A Maccaferri oferece suporte de engenharia dedicado em todas as etapas do projeto. Desde a consultoria inicial e o desenvolvimento de projetos persona<\/span>Vis\u00e3o \n \n <\/a>
    star<\/span><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div>","protected":false},"excerpt":{"rendered":"

    To strengthen the embankment, a longitudinal containment structure was designed and built, combining gabion walls and the Terramesh System along with <\/p>\n","protected":false},"featured_media":59254,"parent":0,"menu_order":0,"template":"","stories-category":[],"stories-tag":[],"class_list":["post-118935","stories","type-stories","status-publish","has-post-thumbnail","hentry"],"acf":{"products":[118462],"applications":[118194,118194],"solutions":[118314],"sectors":[118131]},"yoast_head":"\nSecond Stage MME at Puerto Escondido Airport - Maccaferri Brasil<\/title>\n<meta name=\"description\" content=\"Explore nossas hist\u00f3rias de sucesso: Second Stage MME at Puerto Escondido Airport. 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