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Considering the theoretical framework of limit analysis, the bearing capacity of soil reinforced by a trench is detrmined by the kinematic approaching using the genralized Prandtl's failure mechanism. Proposed results are confronted to those proposed by previous results.
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This page is a summary of: Capacité portante ultime d'un sol renforcé par une tranchée, Revue française de génie civil, January 2002, Taylor & Francis,
DOI: 10.1080/12795119.2002.9692414.
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