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Sabetamal, Hassan, Salgado, Rodrigo, Carter, John P, Sheng, Daichao (2021) A two-surface plasticity model for clay; numerical implementation and applications to large deformation coupled problems of geomechanics. Computers and Geotechnics, 139. 104405pp. doi:10.1016/j.compgeo.2021.104405

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Reference TypeJournal (article/letter/editorial)
TitleA two-surface plasticity model for clay; numerical implementation and applications to large deformation coupled problems of geomechanics
JournalComputers and Geotechnics
AuthorsSabetamal, HassanAuthor
Salgado, RodrigoAuthor
Carter, John PAuthor
Sheng, DaichaoAuthor
Year2021 (November)Volume139
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2021.104405Search in ResearchGate
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Mindat Ref. ID13019492Long-form Identifiermindat:1:5:13019492:5
GUID0
Full ReferenceSabetamal, Hassan, Salgado, Rodrigo, Carter, John P, Sheng, Daichao (2021) A two-surface plasticity model for clay; numerical implementation and applications to large deformation coupled problems of geomechanics. Computers and Geotechnics, 139. 104405pp. doi:10.1016/j.compgeo.2021.104405
Plain TextSabetamal, Hassan, Salgado, Rodrigo, Carter, John P, Sheng, Daichao (2021) A two-surface plasticity model for clay; numerical implementation and applications to large deformation coupled problems of geomechanics. Computers and Geotechnics, 139. 104405pp. doi:10.1016/j.compgeo.2021.104405
In(2021) Computers and Geotechnics Vol. 139. Elsevier BV

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Sabetamal, Hassan, Carter, John P., Zhang, Xue, Sheng, Daichao (2021) Coupled analysis of full flow penetration problems in soft sensitive clays. Computers and Geotechnics, 133. 104054pp. doi:10.1016/j.compgeo.2021.104054
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Sabetamal, H., Nazem, M., Carter, J.P., Sloan, S.W. (2014) Large deformation dynamic analysis of saturated porous media with applications to penetration problems. Computers and Geotechnics, 55. 117-131 doi:10.1016/j.compgeo.2013.08.005
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Kardani, M., Nazem, M., Sheng, D., Carter, J.P. (2013) Large deformation analysis of geomechanics problems by a combined rh-adaptive finite element method. Computers and Geotechnics, 49. 90-99 doi:10.1016/j.compgeo.2012.09.013
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