LIMIT ANALYSIS OF STABILITY OF SLOPES

已完结 10 由蟹蟹发布于 2026/10/27 11:16:55

DOI:10.3208/SANDF1960.9.4_23
作者：Wilfred F. Chen, M. Giger
文献类型：期刊论文
补充材料：只需要正文

Elsevier

Abstract：The upper bound theorem of the generalized theory of perfect plasticity is applied to obtain complete numerical solutions for the critical height of an embankment. A rotational discontinuity

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