1Zhu D Y, Lee C F, Qian Q H, et al. A new procedure for computing the factor of safety using the Morgenstern-Price method[J]. Canadian GeotechnicalJournal, 2001, 38(4): 882- 888.
2Fredlund D G, Krahn J. Comparison of slope stability methods of analysis[J]. Canadian Geotechnical Journal, 1977, 14(3): 429 - 439.
3Spencer E. A method of analysis of the stability of embankments assuming parallel interslice forces[J]. Geotechnique, 1967, 17(1): 11 - 26.
4Janbu N. Slope stability computations[A]. In: Hirschfield E, Poulos S.ed. Embankment Dam Engineering[C]. Casagrande Memorial Volume, New York: John Wiley, 1973.47 - 86.
5Sarma S K. Stability analysis of embankments and slopes[J]. J.Geotech. Engng., ASCE, 1979, 105(12): 1511-1524.
6Chen Z Y, Morgenstern N R. Extensions to the generalized method of slices for stability analysis[J]. Can. Geotech. J., 1983, 20(1): 104 -119.
7Zhu D Y, Lee C F, Jiang H D. Generalised framework of limit equilibrium methods and numerical procedure for slope stability analysis[J].Geotechnique, 2003, 53(4): 377- 395.
8Duncan J M. State-of-the-Art: Limit equilibrium and finite-element analysis of slopes[J]. J. Geotech. Engrg., ASCE, 1996, 122(7): 577 - 596.
9Morgenstern N R, Price V E. The analysis of the stability of general slip surfaces[J].Geotechnique, 1965, 15(1): 79-93.
