3[6]Dawson E M, Roth W H, Drescher A.Slope stability analysis by strength reduction[J] .Geotechnique,1999,49(6):835～840
4[9]Griffiths D V, Lane P A.Slope stability analysis by finite elements[J]. Geotechnique,1999,49(3):387～403
5徐邦栋.滑坡分析与防治[M].北京:中国铁道出版社,2000..
6Duncan J M.State of art：limit equilibrium and finite-element analysis of slopes[J].Journal of Geotechnical Engineering，1996，122(7)： 577–596.
7Yu H S，Salgado R，Sloan S W.Limit analysis versus limit equilibrium for slope stability[J].Journal of Geotechnical and Geoenvironmental Engineering，1998，124(1)：1–11.
8Chen Z Y，Morgenstern N R.Extensions to the generalized method of slices for stability analysis[J].Canadian Geotechnical Journal，1983，20(1)：104–109.
9Spencer E.A method of analysis of the stability of embankments assuming parallel inter-slice forces[J].Geotechnique，1967，17(1)：11–26.
10Spencer E.Thrust line criterion in embankment stability analysis[J].Geotechnique，1973，23(1)：85–100.
