USTHB2013 75 Posted February 17, 2020 Report Share Posted February 17, 2020 Dans un projet d'étude d'un bâtiment à usage d'habitation en R+5 sur un terrain très étroit, j'ai opté pour un mode de fondation type radier nervuré, or, lors de la vérification des contraintes sous le radier, j'ai trouvé que la contrainte appliquée au sol sous la combinaison sismique (G+Q+E) dépasse largement la contrainte admissible de sol en situation accidentelle (1.33xsigma sol), tandis que les contraintes sous les autres situations (ELU et ELS) sont vérifiées, que dois-je faire, est ce que je dois diminuer le nombre d'étages à 4 au lieu de 5 ? N.B: il est impossible de prévoir un débord pour le radier vu que le terrain est étroit et il y'a du voisinage sur la périphérie Quote Link to post Share on other sites
CHARIH 28 Posted March 21, 2020 Report Share Posted March 21, 2020 (edited) Edited March 21, 2020 by CHARIH Quote Link to post Share on other sites
Moussa Halide Attaher 0 Posted April 5, 2020 Report Share Posted April 5, 2020 Quote Link to post Share on other sites
Experts FRIDJALI 1,020 Posted April 5, 2020 Experts Report Share Posted April 5, 2020 1 Quote Link to post Share on other sites
USTHB2013 75 Posted July 7, 2020 Author Report Share Posted July 7, 2020 Quote Link to post Share on other sites
Experts Bisudi Bazola Aimé 643 Posted July 7, 2020 Experts Report Share Posted July 7, 2020 (edited) Edited July 7, 2020 by Bisudi Bazola Aimé Quote Link to post Share on other sites
Guest Posted July 7, 2020 Report Share Posted July 7, 2020 (edited) Edited July 7, 2020 by Guest Quote Link to post Share on other sites
Experts FRIDJALI 1,020 Posted July 7, 2020 Experts Report Share Posted July 7, 2020 Quote Link to post Share on other sites
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