{"id":59205,"date":"2024-01-26T12:17:53","date_gmt":"2024-01-26T11:17:53","guid":{"rendered":"https:\/\/maccaferri-stage.softecspa.it\/gr\/\u03b9\u03c3\u03c4\u03bf\u03c1\u03af\u03b5\u03c3-\u03b5\u03c0\u03b9\u03c4\u03c5\u03c7\u03af\u03b1\u03c3\/second-stage-mme-at-puerto-escondido-airport\/"},"modified":"2024-07-02T10:58:23","modified_gmt":"2024-07-02T08:58:23","slug":"second-stage-mme-at-puerto-escondido-airport","status":"publish","type":"stories","link":"https:\/\/maccaferri-stage.softecspa.it\/gr\/\u03b9\u03c3\u03c4\u03bf\u03c1\u03af\u03b5\u03c2-\u03b5\u03c0\u03b9\u03c4\u03c5\u03c7\u03af\u03b1\u03c2\/second-stage-mme-at-puerto-escondido-airport\/","title":{"rendered":"Second Stage MME at Puerto Escondido Airport"},"content":{"rendered":"
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Problem<\/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>","protected":false},"excerpt":{"rendered":"

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