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Calcul Sismique D'Un Mur De Soutènement


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Bonjour mes amis ingénieurs

Comment justifier la stabilité d'un mur de soutènement face aux actions sismiques ?

A vrai dire, j'ai consulté l'article (10.4) du RPA 2003 mais je n'ai pas bien compris comment appliquer cette force sur le mur 

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