asoz12 4 Posted April 23, 2011 Report Share Posted April 23, 2011 salam. problème technique à discuter PROJET : Costruction de 64 logements type F3 R+4 LOCAUX COMMERCIAUX Sol très hétérogène marne verte à -4m argile sableuse présence d’eau nappe phréatique TYPE DE FONDATIONS SF CROISEES . EST-CE QUE CE TYPE DE FONDATIONS EST ACCEPTABLE DANS CE CAS ? SINON QUELLE SOLUTION PROPOSEZ-VOUS ? CONCERCANT LE DRAINAGE ( voir photos prises le 23/04/2011 ) CIVILMANIA.rar - 4shared.com- MERCI DE PARTICIPER Quote Link to post Share on other sites
anass_géotech 2 Posted April 23, 2011 Report Share Posted April 23, 2011 Quote Link to post Share on other sites
asoz12 4 Posted April 26, 2011 Author Report Share Posted April 26, 2011 (edited) Edited April 26, 2011 by asoz12 oubli d'une dimension Quote Link to post Share on other sites
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Experts Bisudi Bazola Aimé 641 Posted April 27, 2011 Experts Report Share Posted April 27, 2011 Quote Link to post Share on other sites
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Experts Bisudi Bazola Aimé 641 Posted April 28, 2011 Experts Report Share Posted April 28, 2011 Quote Link to post Share on other sites
asoz12 4 Posted April 28, 2011 Author Report Share Posted April 28, 2011 Quote Link to post Share on other sites
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