{"id":59002,"date":"2024-01-26T10:44:14","date_gmt":"2024-01-26T09:44:14","guid":{"rendered":"https:\/\/maccaferri-stage.softecspa.it\/ro\/povesti-de-succes\/second-stage-mme-at-puerto-escondido-airport\/"},"modified":"2024-01-26T10:44:14","modified_gmt":"2024-01-26T09:44:14","slug":"second-stage-mme-at-puerto-escondido-airport","status":"publish","type":"stories","link":"https:\/\/maccaferri-stage.softecspa.it\/ro\/povesti-de-succes\/second-stage-mme-at-puerto-escondido-airport\/","title":{"rendered":"Second Stage MME at Puerto Escondido Airport"},"content":{"rendered":"
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Problema<\/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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Solutii<\/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>","protected":false},"excerpt":{"rendered":"

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