financially supported by the China Postdoctoral Science Foundation(No.2015M580491);the National Natural Science Foundation of China(No.51404262);the Natural Science Foundation of Jiangsu Province(No.BK20140213);the National High Technology Research and Development Program of China(No.2012AA062004)
In order to study the stability control mechanism of a concave slope with circular landslide, and remove the influence of differences in shape on slope stability, the limit analysis method of a simplified Bishop metho...