1Lee W A,Lee T,Sharma S,et al.Slope Stability and Stabilization Methods[M].New York:Wiley-Interscience Publication,1996.
2Fmdlund D C State of the art:analytical methods for dope stability analysis[A].In:Proceedings of the 4 International Symposium on Landslides[C].Toronto:Ont,1984.229-250.
3Fredlund D G,Zhang Z M,Lam L. Effect of the axis of moment equilibrium in slope stability analysis[J]. Canadian Geotechnical Journal,1992,29(3):456-465.
4Fredlund D C. State of the art:analytical methods for slope stability analysis[A]. In:Proceedings of the 4th International Symposium on Landslides[C]. Toronto:Ont,1984. 229-250.
5Lee W A,Lee T,Sharma S,et al. Slope Stability and Stabilization Methods[M]. New York:Wiley-Interscience Publication,1996.
6Spencer E. A method of analysis of the stability of embankments assuming parallel inter-slice forces[J]. Geotechnique,1967,17(1):11-26.
7Morgenstern N,Price V E. The analysis of the stability of general slip surfaces[J]. Geotechnique,1965,15(1):79-93.
8Fredlund D G,Krahn J. Comparison of slope stability methods of analysis[J]. Canadian Geotechnical Journal,1977,14(3):429-439.
9杨明成.[D].重庆:后勤工程学院,2003.
10Sarma S K.Stability analysis of embankments and slopes[J].Geotechnique,1973,23(3):423-433.