saidjarmoun Posted April 23, 2018 Report Share Posted April 23, 2018 salut tous le monde ; alors , pour mon ouvrage qui est une mosquée , le labo prévoit le bon sol sur 2,3 m/ TN , avec un ancrage de 50 cm pour mes semelles. la contrainte admissible du sol a cette profondeur pour une semelle carré et 1,8 bars . alors , comme le dit le labo , on peut rattraper par du gros béton, alors ,ma question ,quelle est l’épaisseur de ce gros béton , et que serait ma contrainte admissible suivant les regles du BAEL ? cdlt Quote Link to comment Share on other sites More sharing options...
BELLAMINE Posted April 23, 2018 Report Share Posted April 23, 2018 Quote Link to comment Share on other sites More sharing options...
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AITELHADJ Farid Posted April 23, 2018 Report Share Posted April 23, 2018 1 Quote Link to comment Share on other sites More sharing options...
saidjarmoun Posted April 23, 2018 Author Report Share Posted April 23, 2018 Quote Link to comment Share on other sites More sharing options...
saidjarmoun Posted April 23, 2018 Author Report Share Posted April 23, 2018 Quote Link to comment Share on other sites More sharing options...
BELLAMINE Posted April 23, 2018 Report Share Posted April 23, 2018 Quote Link to comment Share on other sites More sharing options...
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Expert FRIDJALI Posted April 23, 2018 Expert Report Share Posted April 23, 2018 1 Quote Link to comment Share on other sites More sharing options...
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