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Wei, Yuan, Jiaxin, Li, Zonghong, Li, Wei, Wang, Xiaoyun, Sun (2020) A strength reduction method based on the Generalized Hoek-Brown (GHB) criterion for rock slope stability analysis. Computers and Geotechnics, 117. 103240 doi:10.1016/j.compgeo.2019.103240

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Reference TypeJournal (article/letter/editorial)
TitleA strength reduction method based on the Generalized Hoek-Brown (GHB) criterion for rock slope stability analysis
JournalComputers and Geotechnics
AuthorsWei, YuanAuthor
Jiaxin, LiAuthor
Zonghong, LiAuthor
Wei, WangAuthor
Xiaoyun, SunAuthor
Year2020 (January)Volume117
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2019.103240Search in ResearchGate
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Mindat Ref. ID1007931Long-form Identifiermindat:1:5:1007931:3
GUID0
Full ReferenceWei, Yuan, Jiaxin, Li, Zonghong, Li, Wei, Wang, Xiaoyun, Sun (2020) A strength reduction method based on the Generalized Hoek-Brown (GHB) criterion for rock slope stability analysis. Computers and Geotechnics, 117. 103240 doi:10.1016/j.compgeo.2019.103240
Plain TextWei, Yuan, Jiaxin, Li, Zonghong, Li, Wei, Wang, Xiaoyun, Sun (2020) A strength reduction method based on the Generalized Hoek-Brown (GHB) criterion for rock slope stability analysis. Computers and Geotechnics, 117. 103240 doi:10.1016/j.compgeo.2019.103240
In(2020) Computers and Geotechnics Vol. 117. Elsevier BV

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Zhang, Wenlian, Sun, Xiaoyun, Yuan, Wei, Liu, Ting, Jin, Shenyi (2024) Rock slope stability assessment based on the critical failure state curve for the generalized Hoek‒Brown criterion. Environmental Earth Sciences, 83 (6) doi:10.1007/s12665-024-11485-6
Lin, Horn-Da, Wang, Wei-Chien, Li, An-Jui (2020) Investigation of dilatancy angle effects on slope stability using the 3D finite element method strength reduction technique. Computers and Geotechnics, 118. 103295 doi:10.1016/j.compgeo.2019.103295
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
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
Wang, Su-Tang, Yang, Xiao-Li, Huang, Fu, Pan, Qiu-Jing (2021) Three-dimensional upper-bound analysis of rock slopes subjected to seepage forces based on Hoek-Brown failure criterion. Computers and Geotechnics, 138. 104310pp. doi:10.1016/j.compgeo.2021.104310
Dong-ping, Deng, Liang, Li, Jian-feng, Wang, Lian-heng, Zhao (2016) Limit equilibrium method for rock slope stability analysis by using the Generalized Hoek–Brown criterion. International Journal of Rock Mechanics and Mining Sciences, 89. 176-184 doi:10.1016/j.ijrmms.2016.09.007
Wei, Yuan, Zonghong, Li, Jiandong, Niu, Wei, Wang, Jiaxin, Li, Weidong, Shang (2020) Rapid Calculation Method for the Factor of Safety of a Uniform Slope. International Journal of Geomechanics, 20 (7) 6020012pp. doi:10.1061/(asce)gm.1943-5622.0001712
Dyson, A.P., Griffiths, D.V. (2024) An efficient strength reduction method for finite element slope stability analysis. Computers and Geotechnics, 174. 106593 doi:10.1016/j.compgeo.2024.106593
Wei, W.B., Cheng, Y.M., Li, L. (2009) Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods. Computers and Geotechnics, 36. 70-80 doi:10.1016/j.compgeo.2008.03.003
Tang, Hongxiang, Wei, Wencheng, Liu, Feng, Chen, Guoqing (2020) Elastoplastic Cosserat continuum model considering strength anisotropy and its application to the analysis of slope stability. Computers and Geotechnics, 117. 103235 doi:10.1016/j.compgeo.2019.103235
Wang, Haibin, Yang, Yongtao, Sun, Guanhua, Zheng, Hong (2021) A stability analysis of rock slopes using a nonlinear strength reduction numerical manifold method. Computers and Geotechnics, 129. 103864pp. doi:10.1016/j.compgeo.2020.103864
 
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