Yassir GtGG Posted December 23, 2011 Report Share Posted December 23, 2011 Bonsoir, J'ai deux questions à vous poser: - Pourquoi on a un Tv=2,08 pour une consolidation U=100% ? - Comment on calcule la contrainte effective dans un sol humide mais qui n'est ni saturé ni sec ??? Quote Link to comment Share on other sites More sharing options...
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