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Study on the Anti-sliding Stability of the Right Bank RCC Gravity Dam of Baise Hydro-project

XIANG Li-rong 1, ZHANG Jian-hai 1, LU Min-an 2, PEI Jian-liang 1, TENG Li 1 (1.Hydropower Institute of Sichuan University, Chengdu 610065, China; 2.Guangxi Water and Power Design Institute,Nanning 530023,China)  
Non-linear FEM is used to do the destructive mode test of dam section (6AB section) of Baise RCC gravity dam at the right bank for the purpose of determining the possible sliding route range of dam foundation, and then non-linear rigid spring element method is adopted for getting the safety coefficient of each possible sliding route. The most unfavorable sliding route and its safety coefficient is finally obtained on this basis.
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