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Fondation sur puit


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Bonsoir j'aimerais avoir une méthode claire de dimensionnement des puits (fondation semi-profonde). 

J'aimerais également savoir si c'est la contrainte admissible ou la contrainte de rupture qui est prise en compte dans le calcul (cas d'un essai au pénétromètre dynamique plus précisément)


Merci d'avance

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