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[1]ZHANG Xin-ke,REN Guang-ming,LIU Jin-yang.Evaluation of No.1 Toppling Slope Stability in the Reservoir Area of a Power Station[J].Research of Soil and Water Conservation,2007,14(01):313-314,317.

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Evaluation of No.1 Toppling Slope Stability in the Reservoir Area of a Power Station

Research of Soil and Water Conservation[ISSN 1005-3409/CN 61-1272/P] Volume: 14 Number of periods: 2007年01期 Page number: 313-314,317 Column: Public date: 1900-01-01

Title:: Evaluation of No.1 Toppling Slope Stability in the Reservoir Area of a Power Station

Author(s):: ZHANG Xin-ke¹, REN Guang-ming¹, LIU Jin-yang²; 1. College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059, China;
2. No.606 Geological Party, Bureau of Metallurgical Geological Exploration, Pengzhou 611930, China

Keywords:: topple slope stability; Sarma’s method; finite element method

CLC:: P642.21

DOI:: -

Abstract:: With a typical toppling slope in the reservoir of a power station, the basic geological condition and the slope body structural characteristic are presented. Based on this foundation, it carries on the quantitative evaluation and the qualitative evaluation for the toppling slope stability using Sarma’s method and finite element method, the evaluative result shows that it is consistent with the scene investigation.

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Last Update: 1900-01-01