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Lester, Alexander M., Kouretzis, George P., Pineda, Jubert A., Carter, John P. (2021) Finite element implementation of an isotach elastoplastic constitutive model for soft soils. Computers and Geotechnics, 136. 104248pp. doi:10.1016/j.compgeo.2021.104248

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Reference TypeJournal (article/letter/editorial)
TitleFinite element implementation of an isotach elastoplastic constitutive model for soft soils
JournalComputers and Geotechnics
AuthorsLester, Alexander M.Author
Kouretzis, George P.Author
Pineda, Jubert A.Author
Carter, John P.Author
Year2021 (August)Volume136
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2021.104248Search in ResearchGate
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Mindat Ref. ID13019661Long-form Identifiermindat:1:5:13019661:5
GUID0
Full ReferenceLester, Alexander M., Kouretzis, George P., Pineda, Jubert A., Carter, John P. (2021) Finite element implementation of an isotach elastoplastic constitutive model for soft soils. Computers and Geotechnics, 136. 104248pp. doi:10.1016/j.compgeo.2021.104248
Plain TextLester, Alexander M., Kouretzis, George P., Pineda, Jubert A., Carter, John P. (2021) Finite element implementation of an isotach elastoplastic constitutive model for soft soils. Computers and Geotechnics, 136. 104248pp. doi:10.1016/j.compgeo.2021.104248
In(2021) Computers and Geotechnics Vol. 136. Elsevier BV

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Yang, Chao, Carter, John P., Sheng, Daichao, Sloan, Scott W. (2016) An isotach elastoplastic constitutive model for natural soft clays. Computers and Geotechnics, 77. 134-155 doi:10.1016/j.compgeo.2016.04.011
Lester, Alexander M., Kouretzis, George P., Sloan, Scott W. (2019) Finite element modelling of prefabricated vertical drains using 1D drainage elements with attached smear zones. Computers and Geotechnics, 107. 235-254 doi:10.1016/j.compgeo.2018.09.007
Bodas Freitas, Teresa M., Potts, David M., Zdravkovic, Lidija (2011) A time dependent constitutive model for soils with isotach viscosity. Computers and Geotechnics, 38. 809-820 doi:10.1016/j.compgeo.2011.05.008
Kouretzis, George P., Sheng, Daichao, Wang, Dong (2014) Numerical simulation of cone penetration testing using a new critical state constitutive model for sand. Computers and Geotechnics, 56. 50-60 doi:10.1016/j.compgeo.2013.11.002
Yang, Chao, Carter, John P. (2018) 1-D finite strain consolidation analysis based on isotach plasticity: Class A and Class C predictions of the Ballina embankment. Computers and Geotechnics, 93. 42-60 doi:10.1016/j.compgeo.2017.05.004
Chai, Jinchun, Igaya, Yutaka, Hino, Takenori, Carter, John (2013) Finite element simulation of an embankment on soft clay – Case study. Computers and Geotechnics, 48. 117-126 doi:10.1016/j.compgeo.2012.10.006
Zhang, Minsheng, Li, Changfa, Kouretzis, George, Carter, John P., Pei, Huimin, Luan, Lubao (2024) Analysis of undrained cylindrical cavity expansion in rate-dependent soil. Computers and Geotechnics, 168. 106107 doi:10.1016/j.compgeo.2024.106107
Kouretzis, George P., Andrianopoulos, Konstantinos I., Sloan, Scott W., Carter, John P. (2014) Analysis of circular tunnels due to seismic P-wave propagation, with emphasis on unreinforced concrete liners. Computers and Geotechnics, 55. 187-194 doi:10.1016/j.compgeo.2013.08.012
Ghorbani, Javad, Airey, David W., Carter, John P., Nazem, Majid (2021) Unsaturated soil dynamics: Finite element solution including stress-induced anisotropy. Computers and Geotechnics, 133. 104062pp. doi:10.1016/j.compgeo.2021.104062
Potts, David M., Cui, Wenjie, Zdravković, Lidija (2021) A coupled THM finite element formulation for unsaturated soils and a strategy for its nonlinear solution. Computers and Geotechnics, 136. 104221pp. doi:10.1016/j.compgeo.2021.104221
Zhang, Yue, Zhou, Annan, Nazem, Majidreza, Carter, John (2019) Finite element implementation of a fully coupled hydro-mechanical model and unsaturated soil analysis under hydraulic and mechanical loads. Computers and Geotechnics, 110. 222-241 doi:10.1016/j.compgeo.2019.02.005
 
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