Author(s):Yin Zongze, Lu Baomin Hehai University Shanghai Oil-Chemistry Factory, Shanghai Pages:75-81 Year:1989
Issue:4 Journal:Rock and Soil Mechanics Keyword:软弱夹层; 条分法; 圆弧滑动; 滑动面; 土压力; 分析方法; 滑动体; 毕肖普; 滑面; 均质土坡; Abstract:An improved method of stability analysis of the slope with soft clay layers was pro- posed in this paper. This method combines general slice method with the analysis of slip plane along the soft layer, which can define safety coefficient reasonably and use com- puter easily in stability analysis of slope. The computational comparison of several dif- ferent methods for a slope show that the proposed method is reasonable.