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Baker, R. (2007) Comments on ‘On two definitions of the factor of safety commonly used in the finite element slope stability analysis’ by Hong Zheng, L.G. Tham and Defu Liu [Computers and Geotechnics 33 (2006) 188–195]. Computers and Geotechnics, 34. 124-125 doi:10.1016/j.compgeo.2006.10.001

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TitleComments on ‘On two definitions of the factor of safety commonly used in the finite element slope stability analysis’ by Hong Zheng, L.G. Tham and Defu Liu [Computers and Geotechnics 33 (2006) 188–195]
JournalComputers and Geotechnics
AuthorsBaker, R.Author
Year2007 (March)Volume34
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2006.10.001Search in ResearchGate
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Mindat Ref. ID1005412Long-form Identifiermindat:1:5:1005412:9
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Full ReferenceBaker, R. (2007) Comments on ‘On two definitions of the factor of safety commonly used in the finite element slope stability analysis’ by Hong Zheng, L.G. Tham and Defu Liu [Computers and Geotechnics 33 (2006) 188–195]. Computers and Geotechnics, 34. 124-125 doi:10.1016/j.compgeo.2006.10.001
Plain TextBaker, R. (2007) Comments on ‘On two definitions of the factor of safety commonly used in the finite element slope stability analysis’ by Hong Zheng, L.G. Tham and Defu Liu [Computers and Geotechnics 33 (2006) 188–195]. Computers and Geotechnics, 34. 124-125 doi:10.1016/j.compgeo.2006.10.001
In(2007, March) Computers and Geotechnics Vol. 34 (2) Elsevier BV

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Zheng, Hong, Tham, L.G., Liu, Defu (2007) Reply to “Comments on ‘On two definitions of the factor of safety commonly used in the finite element slope stability analysis’ by Hong Zheng, L.G. Tham and Defu Liu,” by R. Baker [Computers and Geotechnics 33 (2006) 188–195]. Computers and Geotechnics, 34. 126 doi:10.1016/j.compgeo.2006.10.002
Zheng, Hong, Tham, L.G., Liu, Defu (2006) On two definitions of the factor of safety commonly used in the finite element slope stability analysis. Computers and Geotechnics, 33. 188-195 doi:10.1016/j.compgeo.2006.03.007
Baker, R. (2007) Comments on ‘Geographical information system-based computational implementation and application of spatial three-dimensional slope stability analysis’ by M. Xie, T. Esaki, C. Qiu, C. Wang [Computers and Geotechnics 33 (2006) 260–274]. Computers and Geotechnics, 34. 195-196 doi:10.1016/j.compgeo.2006.10.006
Xie, M. (2007) Reply to “Comments on ‘Geographical information system-based computational implementation and application of spatial three-dimensional slope stability analysis’ by M. Xie, T. Esaki, C. Qiu, C. Wang,” by R. Baker [Computers and Geotechnics 33 (2006) 260–274]. Computers and Geotechnics, 34. 197 doi:10.1016/j.compgeo.2006.10.007
Li, X. (2007) Finite element analysis of slope stability using a nonlinear failure criterion. Computers and Geotechnics, 34. 127-136 doi:10.1016/j.compgeo.2006.11.005
Bojorque, J., De Roeck, G., Maertens, J. (2008) Comments on ‘Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods’ by Y.M. Cheng, T. Lansivaara and W.B. Wei [Computers and Geotechnics 34 (2007) 137–150]. Computers and Geotechnics, 35. 305-308 doi:10.1016/j.compgeo.2007.04.005
Liu, S.Y., Shao, L.T., Li, H.J. (2015) Slope stability analysis using the limit equilibrium method and two finite element methods. Computers and Geotechnics, 63. 291-298 doi:10.1016/j.compgeo.2014.10.008
Zhou, Jianfeng, Qin, Changbing (2023) Influence of soft band on seismic slope stability by finite-element limit-analysis modelling. Computers and Geotechnics, 158. 105396 doi:10.1016/j.compgeo.2023.105396
Karthigeyan, S., Ramakrishna, V.V.G.S.T., Rajagopal, K. (2007) Reply to comments on the paper “Influence of vertical load on the lateral response of piles in sand” [Computers and Geotechnics 33(2) (2006) 121–131]. Computers and Geotechnics, 34. 540 doi:10.1016/j.compgeo.2006.11.006
Stianson, J.R., Chan, D., Fredlund, D.G. (2015) Role of admissibility criteria in limit equilibrium slope stability methods based on finite element stresses. Computers and Geotechnics, 66. 113-125 doi:10.1016/j.compgeo.2015.01.014
Cheng, Y.M., Lansivaara, T., Wei, W.B. (2007) Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods. Computers and Geotechnics, 34. 137-150 doi:10.1016/j.compgeo.2006.10.011
 
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