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fondation sur grs béton


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j ai un projet d une R+4 ZONE III le bon sol se trv a 3 m pour des raison economique le proprietaire ne veux pas contruire un voile perepherique.

je lui proposer des fondation filante sur un grd beton 1 m d epaisseur avc des barre d ancrage .

de point de vue technique est ce que c est realisable ???

voirl le fichier

DETAIL DE FONDATION.dwg[/attachment:18p8xaa9]

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