Analysis of anti-sliding stability in deep foundation of gravity dam based on partial coefficient
ZHOU Wei1, CHANG Xiao-lin1, XU Jian-qiang2
1. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China; 2. East China Investigation and Design Institute, Hangzhou 310014, China
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Cite this article
ZHOU Wei, CHANG Xiao-lin, XU Jian-qiang. Analysis of anti-sliding stability in deep foundation of gravity dam based on partial coefficient[J]., 2007, 28(2): 315-320.