loland Posted May 15, 2013 Report Share Posted May 15, 2013 svp dans le cadre de mon projet de fin d'étude, le rapport geotechnique a donné une valeur de 12 bars sur une profondeur de 6.6m (profondeur du sous sol existant) et ça C d'apres les essais de pénétration dynamique ; est ce que C logique comme valeur pour un sol de catégorie S2 sol ferme ? Quote Link to comment Share on other sites More sharing options...
abdelfatah Posted May 15, 2013 Report Share Posted May 15, 2013 Quote Link to comment Share on other sites More sharing options...
ing genie civil Posted May 20, 2013 Report Share Posted May 20, 2013 Quote Link to comment Share on other sites More sharing options...
douky Posted October 5, 2013 Report Share Posted October 5, 2013 Quote Link to comment Share on other sites More sharing options...
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