2Dawson E M, Roth W H, Drescher A, Slope stability analysis by strength reduction [J]. Geotechnique, 1999, 49 (6):835- 840.
3Griffiths D V, lane, P A, Slope stability analysis by finite elements [J]. Geotechnique, 49 (3): 387 -403, 1999.
4Ugai K, A method of calculation of total factor of safety of slopes by elastic-plastic FEM [ J ]. Soils and foundations, JGS, 1989, 29 (2) : 190 -195 (in Japanese).
5Ugai K, Leshchinsky D. Three-dimensional limit equilibrium method and finite element analysis: a comparison of results[J]. Soil and Foundation. 1995:35 (4): 1-7.
6Cai F, Ugai K. Numerical analysis of the stability of a slope reinforced with pries [ J]. Soils and Foundations 2000, 40(1): 73 - 84.
7黄仰贤.土坡稳定分析[M].北京:清华大学出版社,1988..
8Griffiths D V,,Lane P A.Slope stability analysis by finite elements. Geotechnique . 1999
9Dawson E M,Roth W H.Drescher A Slope stability analysis by strength reduction. Geotechnique . 1999
10Timothy D S,Hisham T.Performance of three di mensional slope stability methods in practice. Journal of Geotechnical and Geoenvironmental Engineering . 1998
