SAM-GUESS Posted December 28, 2010 Report Share Posted December 28, 2010 Bonjour j'ai recu un resultat de beton de 28 jours du radier de 477 bars sachant que le RPA99/2003 limite la resistance de beton de 200 bars à 450 bars que faire dans ce cas ? PS/au niveau des fondations l'eau est agressive vis à vis du beton donc l'utilisation d'un ciment special Merci de m'eclairer Quote Link to comment Share on other sites More sharing options...
djamel 2 Posted December 28, 2010 Report Share Posted December 28, 2010 Quote Link to comment Share on other sites More sharing options...
Hakim du CTC Posted December 28, 2010 Report Share Posted December 28, 2010 Quote Link to comment Share on other sites More sharing options...
SAM-GUESS Posted January 2, 2011 Author Report Share Posted January 2, 2011 Quote Link to comment Share on other sites More sharing options...
Hakim du CTC Posted January 2, 2011 Report Share Posted January 2, 2011 Quote Link to comment Share on other sites More sharing options...
keraz Posted January 2, 2011 Report Share Posted January 2, 2011 2 Quote Link to comment Share on other sites More sharing options...
SAM-GUESS Posted January 2, 2011 Author Report Share Posted January 2, 2011 Quote Link to comment Share on other sites More sharing options...
Hakim du CTC Posted January 3, 2011 Report Share Posted January 3, 2011 Quote Link to comment Share on other sites More sharing options...
keraz Posted January 3, 2011 Report Share Posted January 3, 2011 Quote Link to comment Share on other sites More sharing options...
Hakim du CTC Posted January 3, 2011 Report Share Posted January 3, 2011 Quote Link to comment Share on other sites More sharing options...
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