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Problème en modélisation du sol de fondation plaxis

béton armé

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Je modélise un remblai sur un sol de fondation sous plaxis.

La forme du substratum fait que le sol de fondation est triangulaire car le substratum a un affleurement au sol.

Quand je fais les fixations (fixities horizontales et verticales), et je lance le calcul, plaxis dit que les fixities ne sont pas suffisantes.

Comment faire?

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