asoz12 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 comment Share on other sites More sharing options...
anass_géotech Posted April 23, 2011 Report Share Posted April 23, 2011 Quote Link to comment Share on other sites More sharing options...
asoz12 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 comment Share on other sites More sharing options...
keraz Posted April 26, 2011 Report Share Posted April 26, 2011 1 Quote Link to comment Share on other sites More sharing options...
asoz12 Posted April 26, 2011 Author Report Share Posted April 26, 2011 Quote Link to comment Share on other sites More sharing options...
Bisudi Bazola Aimé Posted April 27, 2011 Report Share Posted April 27, 2011 Quote Link to comment Share on other sites More sharing options...
keraz Posted April 27, 2011 Report Share Posted April 27, 2011 Quote Link to comment Share on other sites More sharing options...
Bisudi Bazola Aimé Posted April 28, 2011 Report Share Posted April 28, 2011 Quote Link to comment Share on other sites More sharing options...
asoz12 Posted April 28, 2011 Author Report Share Posted April 28, 2011 Quote Link to comment Share on other sites More sharing options...
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