Foundations bearing capacity subjected to seepage by the kinematic approach of the limit analysis

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Front. Struct. Civ. Eng. ›› 2013, Vol. 7 ›› Issue (4) : 446-455. DOI: 10.1007/s11709-013-0227-5
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Foundations bearing capacity subjected to seepage by the kinematic approach of the limit analysis

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{{article.zuoZheEn_L}}. {{article.titleEn}}. Front Struc Civil Eng, 2013, 7(4): 446‒455 https://doi.org/10.1007/s11709-013-0227-5

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