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Hong, P.Y., Pereira, J.M., Cui, Y.J., Tang, A.M., Collin, F., Li, X.L. (2014) An elastoplastic model with combined isotropic–kinematic hardening to predict the cyclic behavior of stiff clays. Computers and Geotechnics, 62. 193-202 doi:10.1016/j.compgeo.2014.07.008

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Reference TypeJournal (article/letter/editorial)
TitleAn elastoplastic model with combined isotropic–kinematic hardening to predict the cyclic behavior of stiff clays
JournalComputers and Geotechnics
AuthorsHong, P.Y.Author
Pereira, J.M.Author
Cui, Y.J.Author
Tang, A.M.Author
Collin, F.Author
Li, X.L.Author
Year2014 (October)Volume62
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2014.07.008Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID1006403Long-form Identifiermindat:1:5:1006403:8
GUID0
Full ReferenceHong, P.Y., Pereira, J.M., Cui, Y.J., Tang, A.M., Collin, F., Li, X.L. (2014) An elastoplastic model with combined isotropic–kinematic hardening to predict the cyclic behavior of stiff clays. Computers and Geotechnics, 62. 193-202 doi:10.1016/j.compgeo.2014.07.008
Plain TextHong, P.Y., Pereira, J.M., Cui, Y.J., Tang, A.M., Collin, F., Li, X.L. (2014) An elastoplastic model with combined isotropic–kinematic hardening to predict the cyclic behavior of stiff clays. Computers and Geotechnics, 62. 193-202 doi:10.1016/j.compgeo.2014.07.008
In(2014) Computers and Geotechnics Vol. 62. Elsevier BV

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Hong, P.Y., Pereira, J.M., Cui, Y.J., Tang, A.M. (2012) Explicit integration of a thermo-mechanical model for clays. Computers and Geotechnics, 46. 13-25 doi:10.1016/j.compgeo.2012.05.016
Yang, C., Cui, Y.J., Pereira, J.M., Huang, M.S. (2008) A constitutive model for unsaturated cemented soils under cyclic loading. Computers and Geotechnics, 35. 853-859 doi:10.1016/j.compgeo.2008.08.005
Cui, Y.J., Nguyen, X.P., Tang, A.M., Li, X.L. (2013) An insight into the unloading/reloading loops on the compression curve of natural stiff clays. Applied Clay Science, 83. 343-348 doi:10.1016/j.clay.2013.08.003
Nguyen, X.P., Cui, Y.J., Tang, A.M., Deng, Y.F., Li, X.L., Wouters, L. (2013) Effects of pore water chemical composition on the hydro-mechanical behavior of natural stiff clays. Engineering Geology, 166. 52-64 doi:10.1016/j.enggeo.2013.08.009
Li, Mengzi, Cai, Guoqing, Zhou, Annan, Li, Jian, Yang, Rui, Zhao, Chenggang (2022) An elastoplastic model for anisotropic clays with improved yield surfaces and rotational hardening rule. Computers and Geotechnics, 148. 104821 doi:10.1016/j.compgeo.2022.104821
Mohammad Hashem Bathayian, Seyed, Maleki, Mohammad (2023) Kinematic hardening based coupled elastoplastic–viscoplastic model for describing time-dependent behavior of soils subjected to non-monotonic loadings. Computers and Geotechnics, 161. 105602 doi:10.1016/j.compgeo.2023.105602
Sun, D.A., Matsuoka, H., Yao, Y.P., Ishii, H. (2004) An anisotropic hardening elastoplastic model for clays and sands and its application to FE analysis. Computers and Geotechnics, 31. 37-46 doi:10.1016/j.compgeo.2003.11.003
Puzrin, A.M., Kirschenboim, E. (2001) Kinematic hardening model for overconsolidated clays. Computers and Geotechnics, 28. 1-36 doi:10.1016/s0266-352x(00)00017-3
Nguyen, X.P., Cui, Y.J., Tang, A.M., Li, X.L., Wouters, L. (2014) Physical and microstructural impacts on the hydro-mechanical behaviour of Ypresian clays. Applied Clay Science, 102. 172-185 doi:10.1016/j.clay.2014.09.038
Xiao, Yingming, Qiao, Yafei, He, Manchao, Li, Hongru, Cheng, Tai, Tang, Jie (2022) A unified strain-hardening and strain-softening elastoplastic constitutive model for intact rocks. Computers and Geotechnics, 148. 104772 doi:10.1016/j.compgeo.2022.104772
Tang, Yaolan, Sun, Yifei, Zhu, Yimo, Zhang, Chunshun, Li, Jianchun (2024) A unified hardening/softening elastoplastic model for rocks undergoing brittle-ductile transition with strength-mapping and fractional plastic flow rule. Computers and Geotechnics, 173. 106501 doi:10.1016/j.compgeo.2024.106501
 
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