asoz12 Posted May 9, 2011 Report Share Posted May 9, 2011 SALAM.VOICI UNE SOLUTION VISEE PAR LE CTC .TERRAIN EN PENTE DIFFERENCE DE NIVEAUX DE 1m.LA CONDITION 3/2 N’ETANT PAS REMPLIE QUE PENSEZ-VOUS DE LA SOLUTION ADOPTEE PAR LE BUREAU D’ETUDE.QUE PENSEZ SI NOUS REMPLACONS LE JOINT DE DILATATION (10cm) PAR UN JOINT DE RUPTURE. ? TYPE DE FONDATION filantes entre-croisées 1.40 m dans un sens 1.00m dans l’autre. Pour tout détail je suis à votre service . img018-2.jpg - 4shared.com- Quote Link to comment Share on other sites More sharing options...
AITELHADJ Farid Posted May 9, 2011 Report Share Posted May 9, 2011 Quote Link to comment Share on other sites More sharing options...
asoz12 Posted May 9, 2011 Author Report Share Posted May 9, 2011 (edited) Edited May 9, 2011 by asoz12 Quote Link to comment Share on other sites More sharing options...
abdeslam-brahim Posted June 21, 2011 Report Share Posted June 21, 2011 1 Quote Link to comment Share on other sites More sharing options...
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