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Bonjour j'ai des fondations en semelles filantes entrecroisés pour un ensemble immobilier de R+5 A R+9 sur terrain rocheux de contrainte 3bars, au moment des terrassement la profondeur d'ancrage a été dépassée de 50 cm donc on a prévu de rattraper avec du béton cyclopéen sauf que le CTC a rejeté cette solution sans nous donner de justificatif.


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