7Wang J J, Chai H J, Li H P, et al. Factors Resulting in the Instability of a 57.5 m High Cut Slope [A]. Proceedings of the 10th international Symposium on Landslides and Engineered Slopes [C]. 2008:1 799-1 804.
8Bishop A W. The Use of the Slip Circle in the Stability Analysis [J]. Geotechnique, 1955, 5 ( 1): 7-17.
9徐泽中.公路软土地基路堤设计与施工关键技术[M].北京:人民交通出版社,2008.
10Matsui T, San K C. Finite element slope stability analy- sis by sheer strength reduction technique[J].Soils and Foundations JSSMFM, 1992,32(1) :59-70.