rais1820 Posted July 7, 2009 Report Share Posted July 7, 2009 Voila mes amis j ai une structure en r+4/s-sole le rapport du sole est de 1 bar avec un ancrage de 4m âpres dimensionnement j ai proposer un radier générale plus un voile périphérique mais le propriétaire il veux pas cette solution. il refait ce travail avec un autre ingénieure il lui a fait des semelles filante de 1.60m avec un gros béton de 2m plus voile périphérique est ce que on peut faire ca . est q elle est la contrainte de sole a prendre dans le calcul est jusqu’a ql hauteur de gros béton on peut le réaliser salem a3likoum Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted July 7, 2009 Report Share Posted July 7, 2009 2 Quote Link to comment Share on other sites More sharing options...
Hakim du CTC Posted July 8, 2009 Report Share Posted July 8, 2009 Quote Link to comment Share on other sites More sharing options...
rais1820 Posted July 8, 2009 Author Report Share Posted July 8, 2009 Quote Link to comment Share on other sites More sharing options...
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rais1820 Posted July 9, 2009 Author Report Share Posted July 9, 2009 Quote Link to comment Share on other sites More sharing options...
scorpion Posted July 9, 2009 Report Share Posted July 9, 2009 3 Quote Link to comment Share on other sites More sharing options...
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gerard demeusy Posted July 9, 2009 Report Share Posted July 9, 2009 1 Quote Link to comment Share on other sites More sharing options...
keraz Posted July 18, 2009 Report Share Posted July 18, 2009 Quote Link to comment Share on other sites More sharing options...
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