nour007 Posted March 7, 2008 Report Share Posted March 7, 2008 La modélisation du sol par appuis élastiques fait intervenir le module de déformation du sol ... Ce module de déformation est utlisé dans la modélisation et le calcul des longrines, des dallages, des radiers.. Ma question est comment calculer dans la pratique le module de déformation dan le cas d'un sol multicouches ..surtout que la quasi totalité des rapports géotechniques ignorent ce calcul pourtant c'est un élément aussi important que la contrainte admissible du sol et que les tassements ?! Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted March 8, 2008 Report Share Posted March 8, 2008 Quote Link to comment Share on other sites More sharing options...
nour007 Posted March 8, 2008 Author Report Share Posted March 8, 2008 Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted March 8, 2008 Report Share Posted March 8, 2008 Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted March 8, 2008 Report Share Posted March 8, 2008 Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted March 8, 2008 Report Share Posted March 8, 2008 Quote Link to comment Share on other sites More sharing options...
nour007 Posted March 8, 2008 Author Report Share Posted March 8, 2008 Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted March 8, 2008 Report Share Posted March 8, 2008 Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted March 8, 2008 Report Share Posted March 8, 2008 Quote Link to comment Share on other sites More sharing options...
nour007 Posted March 8, 2008 Author Report Share Posted March 8, 2008 Quote Link to comment Share on other sites More sharing options...
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