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Pantokratoras, Asterios (2020) Discussion on the paper “Fractional elastoplastic constitutive model for soils based on a novel 3D fractional plastic flow rule, Dechun Lu, Jingyu Liang, Xiuli Du, Chao Ma, Zhiwei Gao, Computers and Geotechnics 105 (2019) 277–290”. Computers and Geotechnics, 119. 103259 doi:10.1016/j.compgeo.2019.103259

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Reference TypeJournal (article/letter/editorial)
TitleDiscussion on the paper “Fractional elastoplastic constitutive model for soils based on a novel 3D fractional plastic flow rule, Dechun Lu, Jingyu Liang, Xiuli Du, Chao Ma, Zhiwei Gao, Computers and Geotechnics 105 (2019) 277–290”
JournalComputers and Geotechnics
AuthorsPantokratoras, AsteriosAuthor
Year2020 (March)Volume119
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2019.103259Search in ResearchGate
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Mindat Ref. ID1008082Long-form Identifiermindat:1:5:1008082:3
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Full ReferencePantokratoras, Asterios (2020) Discussion on the paper “Fractional elastoplastic constitutive model for soils based on a novel 3D fractional plastic flow rule, Dechun Lu, Jingyu Liang, Xiuli Du, Chao Ma, Zhiwei Gao, Computers and Geotechnics 105 (2019) 277–290”. Computers and Geotechnics, 119. 103259 doi:10.1016/j.compgeo.2019.103259
Plain TextPantokratoras, Asterios (2020) Discussion on the paper “Fractional elastoplastic constitutive model for soils based on a novel 3D fractional plastic flow rule, Dechun Lu, Jingyu Liang, Xiuli Du, Chao Ma, Zhiwei Gao, Computers and Geotechnics 105 (2019) 277–290”. Computers and Geotechnics, 119. 103259 doi:10.1016/j.compgeo.2019.103259
In(2020) Computers and Geotechnics Vol. 119. Elsevier BV

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Lu, Dechun, Liang, Jingyu, Du, Xiuli, Ma, Chao, Gao, Zhiwei (2019) Fractional elastoplastic constitutive model for soils based on a novel 3D fractional plastic flow rule. Computers and Geotechnics, 105. 277-290 doi:10.1016/j.compgeo.2018.10.004
Liang, Jingyu, Lu, Dechun (2020) Reply to Discussion on “Fractional elastoplastic constitutive model for soils based on a novel 3D fractional plastic flow rule” [Comput. Geotech. 105 (2019) 277–290]. Computers and Geotechnics, 119. 103282 doi:10.1016/j.compgeo.2019.103282
Liang, Jingyu, Lu, Dechun, Du, Xiuli, Wu, Wei, Ma, Chao (2020) Non-orthogonal elastoplastic constitutive model for sand with dilatancy. Computers and Geotechnics, 118. 103329 doi:10.1016/j.compgeo.2019.103329
Ma, Chao, Lu, Dechun, Du, Xiuli, Zhou, Annan (2017) Developing a 3D elastoplastic constitutive model for soils: A new approach based on characteristic stress. Computers and Geotechnics, 86. 129-140 doi:10.1016/j.compgeo.2017.01.003
Liang, Jingyu, Lu, Dechun, Zhou, Xin, Du, Xiuli, Wu, Wei (2019) Non-orthogonal elastoplastic constitutive model with the critical state for clay. Computers and Geotechnics, 116. 103200 doi:10.1016/j.compgeo.2019.103200
Wang, Guosheng, Li, Zehua, Liang, Jingyu, Lu, Dechun, Du, Xiuli (2024) A state-dependent non-orthogonal elastoplastic constitutive model for sand. Computers and Geotechnics, 166. 105960 doi:10.1016/j.compgeo.2023.105960
Li, Xiaoqiang, Lu, Dechun, Dong, Xiaoqiang, Miao, Jinbo, Lin, Qingtao, Du, Xiuli (2023) A simple 3D elastoplastic constitutive model for overconsolidated soils based on the improved Hvorslev envelope. Computers and Geotechnics, 162. Elsevier BV. 105657 doi:10.1016/j.compgeo.2023.105657
Liang, Jingyu, Ma, Chao, Su, Yuheng, Lu, Dechun, Du, Xiuli (2022) A failure criterion incorporating the effect of depositional angle for transversely isotropic soils. Computers and Geotechnics, 148. 104812 doi:10.1016/j.compgeo.2022.104812
Lu, De-chun, Li, Xiao-qiang, Du, Xiu-li, Liang, Jing-yu (2019) A simple 3D elastoplastic constitutive model for soils based on the characteristic stress. Computers and Geotechnics, 109. 229-247 doi:10.1016/j.compgeo.2019.02.001
Liang, Jingyu, Li, Haowen, Qi, Jilin, Lu, Dechun (2025) A non-orthogonal elastoplastic constitutive model incorporating cohesion degradation for frozen soil. Computers and Geotechnics, 183. doi:10.1016/j.compgeo.2025.107231
Liang, Jingyu, Lu, Dechun, Du, Xiuli, Ma, Chao, Gao, Zhiwei, Han, Jiayue (2022) A 3D non-orthogonal elastoplastic constitutive model for transversely isotropic soil. Acta Geotechnica, 17 (1) 19-36 doi:10.1007/s11440-020-01095-4
 
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