4Duncan J M.State of the art:limit equilibrium and finite element analysis of slopes[J].Journal of Geotechnial Engineering,1996,122(7):577-596.
5Hutchinson J N,Sarma S K.Discussion on ‘three-dimensional limit equilibrium analysis of slope'[J].Geotechnique,1985,35(2):215.
6Hungr O.An extension of Bishop's simplified method of slope stability analysis to three-dimensions[J].Geotechnique,1987,37:113-117.
7Manzari M T,Nour M A.Significance of soil dilatancy in slope stability analysis[J].Journal of Geotechnical and Geoenvironmental Engineering,2000,126(1):75-80.
8Griffiths D V,Marquez R M.Three-dimensional slope stability analysis by elasto-plastic finite elements[J].Geotechnique,2007,57(6):537-546.
9Wei W B,Cheng Y M,Li L.Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods[J].Computers and Geotechnics,2009(36):70-80.
10Zhang X.Three-dimensional stability analysis of co-ncave slopes in plan view[J].Journal Geotechnical Engineering,ASCE,1988,114(6):658-671.
