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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

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Reference TypeJournal (article/letter/editorial)
TitleRole of admissibility criteria in limit equilibrium slope stability methods based on finite element stresses
JournalComputers and Geotechnics
AuthorsStianson, J.R.Author
Chan, D.Author
Fredlund, D.G.Author
Year2015 (May)Volume66
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2015.01.014Search in ResearchGate
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Mindat Ref. ID1006504Long-form Identifiermindat:1:5:1006504:6
GUID0
Full ReferenceStianson, 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
Plain TextStianson, 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
In(2015) Computers and Geotechnics Vol. 66. Elsevier BV

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Stianson, J.R., Fredlund, D.G., Chan, D. (2011) Three-dimensional slope stability based on stresses from a stress-deformation analysis. Canadian Geotechnical Journal, 48 (6). 891-904 doi:10.1139/t11-006
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
Qian, Z.G., Li, A.J., Lyamin, A.V., Wang, C.C. (2017) Parametric studies of disturbed rock slope stability based on finite element limit analysis methods. Computers and Geotechnics, 81. 155-166 doi:10.1016/j.compgeo.2016.08.012
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
Vicente da Silva, M. (2025) Nonlinear Mohr–Coulomb yield criterion: Integration in ADMM-based finite element limit analysis formulation and application to slope stability assessment. Computers and Geotechnics, 177. doi:10.1016/j.compgeo.2024.106897
Tschuchnigg, F., Schweiger, H.F., Sloan, S.W. (2015) Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part II: Back analyses of a case history. Computers and Geotechnics, 70. 178-189 doi:10.1016/j.compgeo.2015.07.019
Tschuchnigg, F., Schweiger, H.F., Sloan, S.W. (2015) Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part I: Numerical studies considering non-associated plasticity. Computers and Geotechnics, 70. 169-177 doi:10.1016/j.compgeo.2015.06.018
Li, A.J., Lyamin, A.V., Merifield, R.S. (2009) Seismic rock slope stability charts based on limit analysis methods. Computers and Geotechnics, 36. 135-148 doi:10.1016/j.compgeo.2008.01.004
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
Wu, Gaoqiao, Zhang, Rui, Zhao, Minghua, Zhou, Shuai (2020) Undrained stability analysis of eccentrically loaded strip footing lying on layered slope by finite element limit analysis. Computers and Geotechnics, 123. 103600pp. doi:10.1016/j.compgeo.2020.103600
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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