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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

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Reference TypeJournal (article/letter/editorial)
TitleReply to Discussion on “Fractional elastoplastic constitutive model for soils based on a novel 3D fractional plastic flow rule” [Comput. Geotech. 105 (2019) 277–290]
JournalComputers and Geotechnics
AuthorsLiang, JingyuAuthor
Lu, DechunAuthor
Year2020 (March)Volume119
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2019.103282Search in ResearchGate
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Mindat Ref. ID1008085Long-form Identifiermindat:1:5:1008085:0
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Full ReferenceLiang, 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
Plain TextLiang, 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
In(2020) Computers and Geotechnics Vol. 119. Elsevier BV

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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
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, 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
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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
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
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
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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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