{"id":55735,"date":"2023-12-12T12:49:40","date_gmt":"2023-12-12T11:49:40","guid":{"rendered":"https:\/\/maccaferri-stage.softecspa.it\/asia\/success-stories\/cap-malheureux-cemetery-sea-wall\/"},"modified":"2023-12-12T12:49:40","modified_gmt":"2023-12-12T11:49:40","slug":"cap-malheureux-cemetery-sea-wall","status":"publish","type":"stories","link":"https:\/\/maccaferri-stage.softecspa.it\/asia\/success-stories\/cap-malheureux-cemetery-sea-wall\/","title":{"rendered":"CAP MALHEUREUX CEMETERY SEA WALL"},"content":{"rendered":"
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Problem<\/h3>\n <\/div>\n <\/div>\n <\/div>\n <\/div> \n <\/div>\n
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The sand dune bordering the Cap Malheureux Cemetery was being eroded due to Wave action. A method of containing the cemetery and preventing the wash-away of human remains, was required. A retaining system was needed which could withstand the occasional cyclonic conditions and also retain the sand to a maximum height of 5,8m. <\/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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A Gabion revetment was constructed using 2x1x0,5 PVC coated gabions. The first 4 rows of the wall (2m high) were laid in HEADER fashion to absorb the vertical impact of waves during cyclonic conditions. The upper layers were laid in STRETCHER BOND fashion. A geotextile filter fabric was placed behind the gabions. <\/p>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>","protected":false},"excerpt":{"rendered":"

A Gabion revetment was constructed using 2x1x0,5 PVC coated gabions. 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