Fig. 7
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Failure curves used in PROSPER and distribution of facing loading obtained by considering the least stable curve (C2) with or without cohesion, with or without homogeneous δ, and comparison with the measurements on the Bévenais wall.
Courbes de ruptures utilisées dans PROSPER et répartition des efforts au parement obtenus en considérant la courbe la moins stable (C2) avec ou sans cohésion, avec δ homogène ou non et comparaison aux mesures sur le mur de Bévenais.
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