{"id":56593,"date":"2023-12-14T17:05:29","date_gmt":"2023-12-14T16:05:29","guid":{"rendered":"https:\/\/maccaferri-stage.softecspa.it\/ph\/success-stories\/helbor-brooklin\/"},"modified":"2024-01-25T10:31:41","modified_gmt":"2024-01-25T09:31:41","slug":"helbor-brooklin","status":"publish","type":"stories","link":"https:\/\/maccaferri-stage.softecspa.it\/ph\/success-stories\/helbor-brooklin\/","title":{"rendered":"HELBOR BROOKLIN"},"content":{"rendered":"
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Problem<\/h3>\n <\/div>\n <\/div>\n <\/div>\n <\/div> \n <\/div>\n
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The development was constructed in 2004 and included a basement level. Its retaining structures were built without the consideration of a vertical drainage system, which, after a few years, allowed water infiltration into the basement through the retaining walls.<\/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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The solution for this project involved the demolition of the existing retaining wall and the installation of a vertical drainage system using the Macdrain FP 2L drainage geocomposite. Macdrain was attached to the piles using a pin driver, with the non-woven geotextile side in contact with the soil. The collected water was directed to an underground drainage trench with a 0.5% slope and then routed to a sump pit also located underground.<\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>","protected":false},"excerpt":{"rendered":"

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