demarco Posted April 16, 2011 Report Share Posted April 16, 2011 Pour cause de debords d'un radier de minaret et d'adjacence avec les fondations de la mosquée d'ou le joint de rupture de 10cm, pensez vous que le 1er cas de figure "voir fichier attaché"est plus correcte!? si oui qu'elle est la condition limite qui nous donne la denivellée H entre les deux systemes de fondations? Sinon! coment doit on proceder pour projeter ces type de fondations en meme temps.? Merci a tous pour vos reponses.CAS 1_2.pdf Quote Link to comment Share on other sites More sharing options...
keraz Posted April 16, 2011 Report Share Posted April 16, 2011 Quote Link to comment Share on other sites More sharing options...
submarine2012 Posted April 16, 2011 Report Share Posted April 16, 2011 Quote Link to comment Share on other sites More sharing options...
keraz Posted April 16, 2011 Report Share Posted April 16, 2011 Quote Link to comment Share on other sites More sharing options...
AITELHADJ Farid Posted April 16, 2011 Report Share Posted April 16, 2011 Quote Link to comment Share on other sites More sharing options...
demarco Posted April 17, 2011 Author Report Share Posted April 17, 2011 Quote Link to comment Share on other sites More sharing options...
EL FISSI ABDELLATIF Posted April 19, 2011 Report Share Posted April 19, 2011 Quote Link to comment Share on other sites More sharing options...
EL FISSI ABDELLATIF Posted April 19, 2011 Report Share Posted April 19, 2011 Quote Link to comment Share on other sites More sharing options...
demarco Posted April 19, 2011 Author Report Share Posted April 19, 2011 Quote Link to comment Share on other sites More sharing options...
AITELHADJ Farid Posted April 19, 2011 Report Share Posted April 19, 2011 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.