4CHEN Z Y.A generalized solution for tetrahedral rock wedge stability analysis[J].International Journal of Rock Mechanics and Mining Sciences,2004,41(4):613-628.
5STARK T D,EID H T.Performance of three-dimensional slope stability methods in practice[J].Journal of Geotechnical and Geoenvironmental Engineering,1998,124(11):1 049-1 060.
6DUNCAN J M.State of the art:limit equilibrium and finite element analysis of slopes[J].Journal of Geotechnical and Geoenvironmental Engineering,1996,122(7):577-596.
7BELL J M.General slope stability analysis[J].Journal of the Soil Mechanics and Foundations Division,ASCE,1968,94(6):1 253 -1 270.
8LESHCHINSKY D,HUANG C C.Generalized three-dimensional slope stability analysis[J].Journal of Geotechnical Engineering,1992,118(11):1 748-1 764.
9CHANG M.Three-dimensional stability analysis of the Kettleman Hills landfill slope failure based on observed sliding-block mechanism[J].Computers and Geotechnics,2005,32(8):587-599.
10UGAI K.Three-dimensional stability analysis of vertical cohesive slopes[J].Soils and Foundations,1985,25(3):41-48.
2ZHENG Hong1,2 & ZHOU ChuangBing3 1 State Key Laboratory of Geomechanics and Geotechnical Engineering, Wuhan 430071, China,2 China Three Gorges University, Key Laboratory of Geological Hazards on Three Gorges Reservoir Area, Ministry of Education, Yi Chang 443002, China,3 School of Civil Engineering, Wuhan University, Wuhan 430072, China.Global analysis on slope stability and its engineering application[J].Science China(Technological Sciences),2009,52(2):507-512. 被引量:4