Mansouri1 Posted January 17, 2018 Report Share Posted January 17, 2018 bonjour, jai un projet de construction dun batiment sans sous sol,le sondage est fait a 2 metre ou en retrouve du gres calcaire poreux avec un resistance a la compression de 3 MPA,en appliquant la formule de weibull pr le calcul du taux de travail je sais pas exactement quelle valeur donner au facteur de securite F sachan quil oscill entre 5 et 25.Merci davance Quote Link to comment Share on other sites More sharing options...
Youness-Geotech Posted January 20, 2018 Report Share Posted January 20, 2018 Quote Link to comment Share on other sites More sharing options...
BELLAMINE Posted January 22, 2018 Report Share Posted January 22, 2018 Quote Link to comment Share on other sites More sharing options...
FRIDJALI Posted January 22, 2018 Report Share Posted January 22, 2018 Quote Link to comment Share on other sites More sharing options...
BELLAMINE Posted January 22, 2018 Report Share Posted January 22, 2018 Quote Link to comment Share on other sites More sharing options...
MOSTAFA SARSSAR Posted January 25, 2018 Report Share Posted January 25, 2018 Quote Link to comment Share on other sites More sharing options...
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