Upper bound limit analysis of slope stability based on translational and rotational failure mechanism
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Upper bound limit analysis of slope stability based on translational and rotational failure mechanism
Vol. 31, Issue 8, (2010)
作者机构:
1. 浙江大学 城市学院,杭州,310015
2. 杭州市拱墅区经济发展投资有限公司,杭州,310011
3. 浙江大学 软弱土与环境土工教育部重点实验室,杭州,310058
作者简介:
基金信息:
DOI:
CLC:TU0317
Online First:30 August 2010,
Published:2010
稿件说明:
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WANG Yun-gang, XIONG Kai, LING Dao-sheng. Upper bound limit analysis of slope stability based on translational and rotational failure mechanism[J]. 2010, 31(8).
DOI:
WANG Yun-gang, XIONG Kai, LING Dao-sheng. Upper bound limit analysis of slope stability based on translational and rotational failure mechanism[J]. 2010, 31(8).DOI:
Upper bound limit analysis of slope stability based on translational and rotational failure mechanism