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Calcul de la contrainte appliquée au sol au droit d'une joint de rupture (Deux structures adjacentes)


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Je souhaite connaitre la méthode de calcul de la contrainte admissible au droit d'un joint de rupture, dans le cas de deux structures séparées par un joint de rupture.

Le fait que les bulbes de pression se superposent.

Comment déterminer cette augmentation des contraintes appliquées au sol ?


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