ome Posted October 8, 2019 Report Share Posted October 8, 2019 Salut , Après la conclusion du laboratoire sur la bonne qualité du sol à partir 1m de profondeur, l’entreprise à décider d’ancrer les fondations en radier d’un immeuble de 35m de hauteur (zone non sismique) sur une profondeur de 1m dans le sol. Ma question est n y a t’il pas une formule empirique permettant de déterminer une profondeur minimale d’ancrage pour fondations superficielles sachant que toutes les vérifications à savoir non renversement, contraintes admissible du sol ..Etc. son vérifiées. Merci d'avance. Quote Link to comment Share on other sites More sharing options...
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ome Posted October 8, 2019 Author Report Share Posted October 8, 2019 Quote Link to comment Share on other sites More sharing options...
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Guest Posted October 8, 2019 Report Share Posted October 8, 2019 (edited) Edited October 8, 2019 by Guest Quote Link to comment Share on other sites More sharing options...
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FRIDJALI Posted October 8, 2019 Report Share Posted October 8, 2019 2 Quote Link to comment Share on other sites More sharing options...
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