hns Posted August 12, 2018 Report Share Posted August 12, 2018 bonjour a tous,j'ai un projet en R+5 l'étude de sol a donner le bon sol à 3m de profondeur , à cet effet j'ai procéder a une boite rigide remplir en TVC jusqu’à niveau +0.00 m le problème que je soulevé comment prendre en consécration le poids de remblais sur les semelles filantes ou comment le ajouter quand je calcule les semelles dimensionnement de la semmelle et la poutre de rigidité et leurs ferraillages svp aider moi par un petit détail .merci d'avance . Quote Link to comment Share on other sites More sharing options...
BELLAMINE Posted August 12, 2018 Report Share Posted August 12, 2018 (edited) Edited August 12, 2018 by BELLAMINE Orthographe Quote Link to comment Share on other sites More sharing options...
AITELHADJ Farid Posted August 12, 2018 Report Share Posted August 12, 2018 Quote Link to comment Share on other sites More sharing options...
hns Posted August 17, 2018 Author Report Share Posted August 17, 2018 Quote Link to comment Share on other sites More sharing options...
BELLAMINE Posted August 17, 2018 Report Share Posted August 17, 2018 Quote Link to comment Share on other sites More sharing options...
hns Posted August 17, 2018 Author Report Share Posted August 17, 2018 (edited) Edited August 17, 2018 by hns Quote Link to comment Share on other sites More sharing options...
rais1820 Posted August 18, 2018 Report Share Posted August 18, 2018 Quote Link to comment Share on other sites More sharing options...
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