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

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.