fateh FF Posted April 1, 2011 Report Share Posted April 1, 2011 bonjour! j'ai un sol argileux de 0.12MPa avec deux radier séparent par un joint de rupture, et un niveau plus haut que l'autre a cause de la pente du terrain et au niveau du joint l'entreprise a couler du gros béton avec deux nappe de treille soudé. ImageShack® - Online Photo and Video Hosting je voudrais savoir s'il n’y a pas de risque de glissement ou renversement du bâtiment qui est de 6 niveaux. merci Quote Link to comment Share on other sites More sharing options...
keraz Posted April 1, 2011 Report Share Posted April 1, 2011 Quote Link to comment Share on other sites More sharing options...
fateh FF Posted April 1, 2011 Author Report Share Posted April 1, 2011 Quote Link to comment Share on other sites More sharing options...
keraz Posted April 2, 2011 Report Share Posted April 2, 2011 Quote Link to comment Share on other sites More sharing options...
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GODOT Posted April 2, 2011 Report Share Posted April 2, 2011 Quote Link to comment Share on other sites More sharing options...
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AITELHADJ Farid Posted April 3, 2011 Report Share Posted April 3, 2011 Quote Link to comment Share on other sites More sharing options...
fateh FF Posted April 3, 2011 Author Report Share Posted April 3, 2011 Quote Link to comment Share on other sites More sharing options...
abdenour Posted April 5, 2011 Report Share Posted April 5, 2011 1 Quote Link to comment Share on other sites More sharing options...
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