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Condition de non fragilité dans les fondations


MKI
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Bonjour à tous,

Je vois par ici et là certains appliquer ou non la condition de non fragilité aux semelles de fondations. L'EC2, son annexe nationale ainsi que le guide d'application n'énonce pas clairement la position française à ce sujet.

Quelqu'un en sait-il plus ? Comment faites-vous ? 

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