USTHB2013 Posted December 5, 2018 Report Share Posted December 5, 2018 Dans un projet d'étude d'une structure en R+4 et composée uniquement en voiles et dalle pleine, le rapport de l'étude de sol a donné un ancrage de 2.50 m par rapport au terrain naturel, et le niveau du RDC est surélevé par rapport au T.N de 1.35 m, on a prévu aussi un sous-sol inexploitable (il n y'aura pas de remblais au niveau de l'infrastructure), de ce fait, on a trouvé une hauteur libre du voile périphérique égale à 3.05 m (voir photo ci-jointe), qu'est ce que vous en pensez à propos de cette conception ? N.B: l'épaisseur du voile est égale à 20 cm. Quote Link to comment Share on other sites More sharing options...
USTHB2013 Posted December 12, 2018 Author Report Share Posted December 12, 2018 Quote Link to comment Share on other sites More sharing options...
Noufel noufel Posted January 21, 2019 Report Share Posted January 21, 2019 Quote Link to comment Share on other sites More sharing options...
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abdeslam-brahim Posted January 21, 2019 Report Share Posted January 21, 2019 1 Quote Link to comment Share on other sites More sharing options...
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abdeslam-brahim Posted January 22, 2019 Report Share Posted January 22, 2019 2 Quote Link to comment Share on other sites More sharing options...
Noufel noufel Posted January 27, 2019 Report Share Posted January 27, 2019 Quote Link to comment Share on other sites More sharing options...
Caupa ARLOR Posted March 15, 2019 Report Share Posted March 15, 2019 Quote Link to comment Share on other sites More sharing options...
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