yahiadrougba Posted April 19, 2012 Report Share Posted April 19, 2012 salam a tous j'ai une structure RDC pour implantee dans un couche de remblais de 6m sous forme de talus pour eviter le mur de soutainement et les pieux . quelles sont les solutions les plus economiques a fin de resoudre ce problemme 2) on fait les calcul de genie civil avec sigma = 1.7 et apres le changement de site on trouve sigma=1.6bars est ce que si obligatoire de refaire les calcul de genie civil on attente de la reponse de la part de mes camarad les ing et merci a l'avance Quote Link to comment Share on other sites More sharing options...
Floyd-Ing Posted April 19, 2012 Report Share Posted April 19, 2012 Quote Link to comment Share on other sites More sharing options...
abdeslam-brahim Posted April 19, 2012 Report Share Posted April 19, 2012 2 Quote Link to comment Share on other sites More sharing options...
mohamedcho Posted April 26, 2012 Report Share Posted April 26, 2012 Quote Link to comment Share on other sites More sharing options...
mounira Posted April 26, 2012 Report Share Posted April 26, 2012 Quote Link to comment Share on other sites More sharing options...
Dady23 Posted April 28, 2012 Report Share Posted April 28, 2012 Quote Link to comment Share on other sites More sharing options...
ayoub Posted May 9, 2012 Report Share Posted May 9, 2012 Quote Link to comment Share on other sites More sharing options...
Recommended Posts
Join the conversation
You can post now and register later. If you have an account, sign in now to post with your account.
Note: Your post will require moderator approval before it will be visible.