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Determination of Critical Slip Surface of Soil Slope by New Complex Method
作者姓名:李亮  迟世春  林皋
作者单位:State Key laboratory of Coastal and Offshore Engineering Dalian University of Technology Dalian 116024 China,State Key laboratory of Coastal and Offshore Engineering Dalian University of Technology Dalian 116024 China,State Key laboratory of Coastal and Offshore Engineering Dalian University of Technology Dalian 116024 China
摘    要:Introduction The stability analysis of soil slopes is usually per-formed by limit equilibrium method (LEM). Gener-ally, the evaluation of soil slope by LEM involvescalculating the safety factor for a given slip surfaceand determining the location of criti…


Determination of Critical Slip Surface of Soil Slope by New Complex Method
Li Liang,Chi Shichun,Lin Gao.Determination of Critical Slip Surface of Soil Slope by New Complex Method[J].Journal of Southwest Jiaotong University,2006,14(2).
Authors:Li Liang  Chi Shichun  Lin Gao
Abstract:A new complex method is presented considering not only the improvement upon the "bad "design point, but also the diversity of the newly generated complex, which is obtained by replacing the "bad "design point with the better design point located at the line between the "bad "design point and the centroid of the remaining design points of the old complex. The new complex method is applied to searching for the critical slip surface of two non-homogeneous soil slopes. The comparison of the results obtained by the new complex method with that by the basic complex method shows that the new complex method is much more likely to find the true critical surface for the randomly generated initial complex.
Keywords:Slope stability analysis  Safety factor  Complex method  Diversity
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