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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

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Reference TypeJournal (article/letter/editorial)
TitleParametric studies of disturbed rock slope stability based on finite element limit analysis methods
JournalComputers and Geotechnics
AuthorsQian, Z.G.Author
Li, A.J.Author
Lyamin, A.V.Author
Wang, C.C.Author
Year2017 (January)Volume81
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2016.08.012Search in ResearchGate
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Mindat Ref. ID1006893Long-form Identifiermindat:1:5:1006893:7
GUID0
Full ReferenceQian, 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
Plain TextQian, 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
In(2017) Computers and Geotechnics Vol. 81. Elsevier BV

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Li, A.J., Cassidy, M.J., Wang, Y., Merifield, R.S., Lyamin, A.V. (2012) Parametric Monte Carlo studies of rock slopes based on the Hoek–Brown failure criterion. Computers and Geotechnics, 45. 11-18 doi:10.1016/j.compgeo.2012.05.010
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Lim, K., Li, A.J., Lyamin, A.V. (2015) Three-dimensional slope stability assessment of two-layered undrained clay. Computers and Geotechnics, 70. 1-17 doi:10.1016/j.compgeo.2015.07.011
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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
Li, A.J., Merifield, R.S., Lyamin, A.V. (2011) Effect of rock mass disturbance on the stability of rock slopes using the Hoek–Brown failure criterion. Computers and Geotechnics, 38. 546-558 doi:10.1016/j.compgeo.2011.03.003
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
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
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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
 
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