1Dawson E M,Roth W H,Drescher A.Slope stability analysis by strength reduction[J].Geotechnique,1999,49(6):835-840.
2Griffiths D V,Lane P A.Slope stability analysis by finite elements[J].Geotechnique,1999,49(3):387-403.
3Lechman J B,Griffiths D V.Analysis of the progression of failure of earth slopes by finite elements[A].In:Geotechnical Special Publication:Slope Stability 2000[C].U.S.A:ASCE,2000.250-265.
4Dawson E,You K,Park Y.Strength-reduction stability analysis of rock slopes using the Hoek-Brown failure criterion[A].In:Labuz J F ed.Geotechnical Special Publication:Trends in Rock Mechanics[C].[s.l.]:ASCE,2000.65-77.
5Crisfield M A.Non-linear Finite Element Analysis of Solid and Structures(V.2)[M].New York:John Wiley & Sons,1997.
6Zienkiewicz O C.The Finite Element Method(V.2)[M].[s.l.]:McGraw-Hill,1991.
8Zheng Hong,Liu Defu,Lee Chack Fan,et al.Principle of analysis of brittle-plastic rock mass[J].International Journal of Solids and Structures,2005,42(2):139-158.
9Duchateau P,Zachmann D.Theory and Problems of Partial Differential Equations[M].New York:Mcgraw-Hill,1986.
10Chen W F.Limit Analysis and Soil Plasticity[M].Amsterdam:Elsevier,1975.