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Bêche d'ancrage,et poinçonnement (mur de soutènement)


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J'ai deux questions à propos des justifications des murs de soutènement:


- Comment déterminer les dimensions de la bêche d'ancrage en cas de non stabilité au glissement ? et de quelle coté la mettre patin ou talon?

- Si le critère de stabilité au poinçonnement  ne se vérifie pas, que dois-je faire ? est que diminuer le poids de l'ouvrage serai une solution ?

Edited by radioactivo
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