Stability analysis of soil slope by limit equilibrium method considering dilatancy based on material state-dependent critical state
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Stability analysis of soil slope by limit equilibrium method considering dilatancy based on material state-dependent critical state
Vol. 30, Issue S2, (2009)
作者机构:
1. 中国地质大学 工程技术学院,北京,100083
2. 同济大学 地下建筑与工程系,上海,200092
作者简介:
基金信息:
DOI:
CLC:TU443
Online First:21 June 2011,
Published:2009
稿件说明:
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JIA Cang-qin, HUANG Mao-song, WANG Gui-he. Stability analysis of soil slope by limit equilibrium method considering dilatancy based on material state-dependent critical state[J]. 2009, 30(S2).
DOI:
JIA Cang-qin, HUANG Mao-song, WANG Gui-he. Stability analysis of soil slope by limit equilibrium method considering dilatancy based on material state-dependent critical state[J]. 2009, 30(S2).DOI:
Stability analysis of soil slope by limit equilibrium method considering dilatancy based on material state-dependent critical state