ctctizi Posted April 17, 2008 Report Share Posted April 17, 2008 j'ai un probleme lié a la nature geotechnique du sol. en effet l'etude de sol stipule que la nature est une marne argileuse gonflante sans donner la pression de gonflement les questions que je pose les suivantes: 1/ comment faire la lecture de cette pression de gonflement sur l'essai de cisaillement/permeabilité 2/quel est le mode de fondation le plus approprié ? radier? semelle filante???? merci Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted April 17, 2008 Report Share Posted April 17, 2008 Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted April 17, 2008 Report Share Posted April 17, 2008 Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted April 17, 2008 Report Share Posted April 17, 2008 Quote Link to comment Share on other sites More sharing options...
aminlemdani Posted April 20, 2008 Report Share Posted April 20, 2008 Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted April 20, 2008 Report Share Posted April 20, 2008 Quote Link to comment Share on other sites More sharing options...
Terminator Posted April 21, 2008 Report Share Posted April 21, 2008 Quote Link to comment Share on other sites More sharing options...
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