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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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Reference TypeJournal (article/letter/editorial)
TitleParametric Monte Carlo studies of rock slopes based on the Hoek–Brown failure criterion
JournalComputers and Geotechnics
AuthorsLi, A.J.Author
Cassidy, M.J.Author
Wang, Y.Author
Merifield, R.S.Author
Lyamin, A.V.Author
Year2012 (September)Volume45
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2012.05.010Search in ResearchGate
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Mindat Ref. ID1006058Long-form Identifiermindat:1:5:1006058:2
GUID0
Full ReferenceLi, 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
Plain TextLi, 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
In(2012) Computers and Geotechnics Vol. 45. Elsevier BV

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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., Merifield, R.S., Lyamin, A.V. (2008) Stability charts for rock slopes based on the Hoek–Brown failure criterion. International Journal of Rock Mechanics and Mining Sciences, 45 (5). 689-700 doi:10.1016/j.ijrmms.2007.08.010
Li, A.J., Merifield, R.S., Lyamin, A.V. (2009) Limit analysis solutions for three dimensional undrained slopes. Computers and Geotechnics, 36. 1330-1351 doi:10.1016/j.compgeo.2009.06.002
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
Suchowerska, A.M., Merifield, R.S., Carter, J.P., Clausen, J. (2012) Prediction of underground cavity roof collapse using the Hoek–Brown failure criterion. Computers and Geotechnics, 44. 93-103 doi:10.1016/j.compgeo.2012.03.014
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
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
Merifield, R.S., Lyamin, A.V., Sloan, S.W. (2006) Limit analysis solutions for the bearing capacity of rock masses using the generalised Hoek–Brown criterion. International Journal of Rock Mechanics and Mining Sciences, 43 (6). 920-937 doi:10.1016/j.ijrmms.2006.02.001
Ali, Abid, Huang, Jinsong, Lyamin, A.V., Sloan, S.W., Cassidy, M.J. (2014) Boundary effects of rainfall-induced landslides. Computers and Geotechnics, 61. 341-354 doi:10.1016/j.compgeo.2014.05.019
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
Ismael, Mohamed, Konietzky, Heinz (2019) Constitutive model for inherent anisotropic rocks: Ubiquitous joint model based on the Hoek-Brown failure criterion. Computers and Geotechnics, 105. 99-109 doi:10.1016/j.compgeo.2018.09.016
 
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