babdou Posted February 24, 2018 Report Share Posted February 24, 2018 Bonjour tout le monde A propos des fondations à des niveaux différents dans le DTR BC 2.331 ( page 13) est que je suis obligé de respecte cette lois (figure 001). sachant que mon ouvrage est une maison individuelle situé dans une zone de forte sismicité (l=2.70 m et h=3.50 m) c.a.d : h/l > 2/3 !!!! Si oui , quelles sont les solutions adéquates ? Merci Quote Link to comment Share on other sites More sharing options...
Ucef El Mir Posted February 25, 2018 Report Share Posted February 25, 2018 Quote Link to comment Share on other sites More sharing options...
MHAMED Posted February 28, 2018 Report Share Posted February 28, 2018 Quote Link to comment Share on other sites More sharing options...
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