eliamat Posted November 6, 2019 Report Share Posted November 6, 2019 Bonjour Quelle est la limite de prestation entre le geotechnicien et le bet structure à propos du tassement de semelles superficielles? Comment s’effectue la vérification en net structure EXE? Dans le peu de NdC que j’ai à ma disposition ce critère de vérification n’apparaît pas... Autre question, parmi les missions G2 que j’ai pu voir sur certains projets dont les fondations sont superficielles, le tassement est calculé sans en préciser la « limite « comment déterminer le tassement Max à ne pas dépasser? L’annexe H donne le calcul à effectuer selon les essais géotechniques... comment le bet structure effectue sa vérification ? Je vous remercie. Quote Link to comment Share on other sites More sharing options...
BELLAMINE Posted November 6, 2019 Report Share Posted November 6, 2019 2 Quote Link to comment Share on other sites More sharing options...
eliamat Posted November 6, 2019 Author Report Share Posted November 6, 2019 Quote Link to comment Share on other sites More sharing options...
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eliamat Posted November 7, 2019 Author Report Share Posted November 7, 2019 Quote Link to comment Share on other sites More sharing options...
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baghat84 Posted November 26, 2019 Report Share Posted November 26, 2019 1 Quote Link to comment Share on other sites More sharing options...
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CHARIH Posted March 21, 2020 Report Share Posted March 21, 2020 1 Quote Link to comment Share on other sites More sharing options...
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