Hybrid method of limit equilibrium and finite element internal force for analysis of arch dam stability against sliding  

作　　者：BAO TengFei1,2,3,XU BaoSong1,2,3 & ZHENG XueQing1,2,3 1State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Hohai University,Nanjing 210098,China 2National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety,Nanjing 210098,China 3College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China 

出　　处：《Science China(Technological Sciences)》2011年第4期793-798,共6页中国科学（技术科学英文版）

基　　金：supported by the National Natural Science Foundation of China (Grant Nos. 51079046, 50909041, 50809025, and 50879024);the National Science and Technology Support Plan (Grant Nos. 2008BAB29B03 and 2008BAB29B06);the Special Fund of State Key Laboratory of China (Grant Nos. 2009586012, 2009586912, and 2010585212);the Fundamental Research Funds for the Central Universities (Grant Nos. 2009B08514, 2010B20414, 2010B01414, and 2010B14114);the China Hydropower Engineering Consulting Group Co. Science and Technology Support Project (Grant No. CHC-KJ-2007-02);the Jiangsu Province "333 High-Level Personnel Training Project" (Grant No. 2017-B08037);the Graduate Innovation Program of Universities in Jiangsu Province (Grant No. CX09B_163Z);the Science Foundation for the Excellent Youth Scholars of Ministry of Education of China (Grant No. 20070294023)

摘　　要：A hybrid method of limit equilibrium and finite element internal force for analysis of arch dam stability against sliding is presented.The finite element internal force method(FEIFM) is used to provide more accurate thrust forces acting on the faces of a slip body,and the limit equilibrium method(LEM) is employed to evaluate the factor of safety of the slip body.The method presented can deal with a slip body with large amount of geometrically complex slip faces.In addition,compared with the traditional LEM,it can meet the balance condition of the forces in the slip faces.An example shows that the factor of safety obtained by the method presented agrees well with the theoretical solution.A practical example is also presented to demonstrate the application of the method in the stability analysis of an arch dam project.The results from the examples show that the method is promising in analysis of arch dam stability against sliding.

关 键 词：arch dam stability against sliding limit equilibrium method finite element internal force method 

分 类 号：TV642.45[水利工程—水利水电工程]