Numerical simulation of ultimate bearing capacity of soft rock foundation based on Hoek-Brown nonlinear failure criterion
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Numerical simulation of ultimate bearing capacity of soft rock foundation based on Hoek-Brown nonlinear failure criterion
Vol. 32, Issue 2, (2011)
作者机构:
湖南科技大学 岩土工程研究所,湖南,湘潭,411201
作者简介:
基金信息:
DOI:
CLC:TU452
Online First:16 February 2011,
Published:2011
稿件说明:
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GAO Wen-hua, ZHU Jian-qun, ZHANG Zhi-min, et al. Numerical simulation of ultimate bearing capacity of soft rock foundation based on Hoek-Brown nonlinear failure criterion[J]. 2011, 32(2).
DOI:
GAO Wen-hua, ZHU Jian-qun, ZHANG Zhi-min, et al. Numerical simulation of ultimate bearing capacity of soft rock foundation based on Hoek-Brown nonlinear failure criterion[J]. 2011, 32(2).DOI:
Numerical simulation of ultimate bearing capacity of soft rock foundation based on Hoek-Brown nonlinear failure criterion