Watch the Dallas Symposium LIVE, and fundraiser auction
Ticket proceeds support mindat.org! - click here...
Log InRegister
Quick Links : The Mindat ManualThe Rock H. Currier Digital LibraryMindat Newsletter [Free Download]
Home PageAbout MindatThe Mindat ManualHistory of MindatCopyright StatusWho We AreContact UsAdvertise on Mindat
Donate to MindatCorporate SponsorshipSponsor a PageSponsored PagesMindat AdvertisersAdvertise on Mindat
Learning CenterWhat is a mineral?The most common minerals on earthInformation for EducatorsMindat ArticlesThe ElementsThe Rock H. Currier Digital LibraryGeologic Time
Minerals by PropertiesMinerals by ChemistryAdvanced Locality SearchRandom MineralRandom LocalitySearch by minIDLocalities Near MeSearch ArticlesSearch GlossaryMore Search Options
Search For:
Mineral Name:
Locality Name:
Keyword(s):
 
The Mindat ManualAdd a New PhotoRate PhotosLocality Edit ReportCoordinate Completion ReportAdd Glossary Item
Mining CompaniesStatisticsUsersMineral MuseumsClubs & OrganizationsMineral Shows & EventsThe Mindat DirectoryDevice SettingsThe Mineral Quiz
Photo SearchPhoto GalleriesSearch by ColorNew Photos TodayNew Photos YesterdayMembers' Photo GalleriesPast Photo of the Day GalleryPhotography

Li, Xiaoqiang; Duan, Wei; Dong, Xiaoqiang; Sun, Yifei; Miao, Jinbo; Lu, Xinyue (2025) A non-orthogonal elastoplastic constitutive model of overconsolidated clays. Computers and Geotechnics, 184. doi:10.1016/j.compgeo.2025.107285

Advanced
   -   Only viewable:
Reference TypeJournal (article/letter/editorial)
TitleA non-orthogonal elastoplastic constitutive model of overconsolidated clays
JournalComputers and Geotechnics
AuthorsLi, XiaoqiangAuthor
Duan, WeiAuthor
Dong, XiaoqiangAuthor
Sun, YifeiAuthor
Miao, JinboAuthor
Lu, XinyueAuthor
Year2025 (August)Volume184
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2025.107285Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID18366932Long-form Identifiermindat:1:5:18366932:6
GUID0
Full ReferenceLi, Xiaoqiang; Duan, Wei; Dong, Xiaoqiang; Sun, Yifei; Miao, Jinbo; Lu, Xinyue (2025) A non-orthogonal elastoplastic constitutive model of overconsolidated clays. Computers and Geotechnics, 184. doi:10.1016/j.compgeo.2025.107285
Plain TextLi, Xiaoqiang; Duan, Wei; Dong, Xiaoqiang; Sun, Yifei; Miao, Jinbo; Lu, Xinyue (2025) A non-orthogonal elastoplastic constitutive model of overconsolidated clays. Computers and Geotechnics, 184. doi:10.1016/j.compgeo.2025.107285
In(2025) Computers and Geotechnics Vol. 184. Elsevier BV

References Listed

These are the references the publisher has listed as being connected to the article. Please check the article itself for the full list of references which may differ. Not all references are currently linkable within the Digital Library.

Atkinson, J. (2007) Peak strength of overconsolidated clays. GĂ©otechnique, 57 (2). 127-135 doi:10.1680/geot.2007.57.2.127
Banerjee, P. K., Stipho, A. S. (1978) Associated and non-associated constitutive relations for undrained behaviour of isotropic soft clays. International Journal for Numerical and Analytical Methods in Geomechanics, 2. 35-56 doi:10.1002/nag.1610020104
Banerjee, P. K., Stipho, A. S. (1979) An elasto-plastic model for undrained behaviour of heavily overconsolidated clays. International Journal for Numerical and Analytical Methods in Geomechanics, 3. 97-103 doi:10.1002/nag.1610030109
Biarez, J., Hicher, P., 1994. Elementary mechanics of soils behaviour, Balkema.
Chakraborty, Tanusree, Salgado, Rodrigo, Loukidis, Dimitrios (2013) A two-surface plasticity model for clay. Computers and Geotechnics, 49. 170-190 doi:10.1016/j.compgeo.2012.10.011
Chen, Y.N., Yang, Z.X. (2017) A family of improved yield surfaces and their application in modeling of isotropically over-consolidated clays. Computers and Geotechnics, 90. 133-143 doi:10.1016/j.compgeo.2017.06.007
Collins, I. F., Kelly, P. A. (2002) A thermomechanical analysis of a family of soil models. GĂ©otechnique, 52 (7). 507-518 doi:10.1680/geot.2002.52.7.507
Not Yet Imported: Journal of Engineering Mechanics - journal-article : 10.1061/(ASCE)0733-9399(1986)112:12(1263)

If you would like this item imported into the Digital Library, please contact us quoting Journal ID
Du, Zibo, Qian, Jiangu, Zhang, Jingwei, Liu, Yunlong, Huang, Maosong (2023) Elastoplastic modeling cyclic behavior of natural soft clay with principal stress rotation under traffic loading. Acta Geotechnica, 18 (7) 3643-3660 doi:10.1007/s11440-022-01786-0
Du, Zibo, Yin, Zhen-Yu, Qian, Jiangu, Guo, Yuancheng, Huang, Maosong (2022) Modeling cyclic behavior of clay subjected to principal stress rotation. Computers and Geotechnics, 150. 104932 doi:10.1016/j.compgeo.2022.104932
Gao, Zhiwei, Zhao, Jidong, Yin, Zhen-Yu (2017) Dilatancy Relation for Overconsolidated Clay. International Journal of Geomechanics, 17. 6016035pp. doi:10.1061/(asce)gm.1943-5622.0000793
Hanna, Adel, Ghaly, Ashraf (1992) Effects of K0 and Overconsolidation on Uplift Capacity. Journal of Geotechnical Engineering, 118 (9). 1449-1469 doi:10.1061/(asce)0733-9410(1992)118:9(1449)
Hanna, Adel, Al Khoury, Imad (2005) Passive Earth Pressure of Overconsolidated Cohesionless Backfill. Journal of Geotechnical and Geoenvironmental Engineering, 131 (8). 978-986 doi:10.1061/(asce)1090-0241(2005)131:8(978)
Jocković, Sanja, Vukićević, Mirjana (2017) Bounding surface model for overconsolidated clays with new state parameter formulation of hardening rule. Computers and Geotechnics, 83. 16-29 doi:10.1016/j.compgeo.2016.10.013
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
Lu, Dechun, Kong, Fanchao, Du, Xiuli, Shen, Chenpeng, Su, Cancan, Wang, Jun (2020) Fractional viscoelastic analytical solution for the ground displacement of a shallow tunnel based on a time-dependent unified displacement function. Computers and Geotechnics, 117. 103284 doi:10.1016/j.compgeo.2019.103284
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
Lu, Dechun, Zhou, Xin, Du, Xiuli, Wang, Guosheng (2019) A 3D fractional elastoplastic constitutive model for concrete material. International Journal of Solids and Structures, 165. 160-175 doi:10.1016/j.ijsolstr.2019.02.004
Mita, K. A., Dasari, G. R., Lo, K. W. (2004) Performance of a Three-Dimensional Hvorslev–Modified Cam Clay Model for Overconsolidated Clay. International Journal of Geomechanics, 4. 296-309 doi:10.1061/(asce)1532-3641(2004)4:4(296)
Nakai, Teruo, Hinokio, Masaya (2004) A Simple Elastoplastic Model for Normally and Over Consolidated Soils with Unified Material Parameters. Soils and Foundations, 44 (2). 53-70 doi:10.3208/sandf.44.2_53
Nakai, Teruo, Shahin, Hossain Md., Kikumoto, Mamoru, Kyokawa, Hiroyuki, Zhang, Feng, Farias, Marcio M. (2011) A Simple and Unified Three-Dimensional Model to Describe Various Characteristics of Soils. Soils and Foundations, 51 (6). 1149-1168 doi:10.3208/sandf.51.1149
Pestana, Juan M., Whittle, Andrew J., Gens, Antonio (2002) Evaluation of a constitutive model for clays and sands: Part II - clay behaviour. International Journal for Numerical and Analytical Methods in Geomechanics, 26. 1123-1146 doi:10.1002/nag.238
Potts (2000)
Prashant, Amit, Penumadu, Dayakar (2015) Uncoupled dual hardening model for clays considering the effect of overconsolidation and intermediate principal stress. Acta Geotechnica, 10 (5) 607-622 doi:10.1007/s11440-015-0377-9
Roscoe, K. H., Schofield, A. N., Thurairajah, A. (1963) Yielding of Clays in States Wetter than Critical. GĂ©otechnique, 13 (3). 211-240 doi:10.1680/geot.1963.13.3.211
Schofield, A. N. (2006) Interlocking, and peak and design strengths. GĂ©otechnique, 56 (5). 357-358 doi:10.1680/geot.2006.56.5.357
Not Yet Imported: Tunnelling and Underground Space Technology - journal-article : 10.1016/j.tust.2019.103247

If you would like this item imported into the Digital Library, please contact us quoting Journal ID
SULTAN, N., CUI, Y.-J., DELAGE, P. (2010) Yielding and plastic behaviour of Boom clay. GĂ©otechnique, 60 (9). 657-666 doi:10.1680/geot.7.00142
Not Yet Imported: - journal-article : 10.1007/s11012-021-01343-1

If you would like this item imported into the Digital Library, please contact us quoting Journal ID
Not Yet Imported: - journal-article : 10.1016/j.soildyn.2020.106119

If you would like this item imported into the Digital Library, please contact us quoting Journal ID
Sun, Yifei, Sumelka, Wojciech, Gao, Yufeng (2020) Advantages and limitations of an α-plasticity model for sand. Acta Geotechnica, 15 (6) 1423-1437 doi:10.1007/s11440-019-00877-9
Sun, Yifei, Xiao, Yang (2017) Fractional order plasticity model for granular soils subjected to monotonic triaxial compression. International Journal of Solids and Structures, 118. 224-234 doi:10.1016/j.ijsolstr.2017.03.005
Wang (2025) Eng. Fract. Mech. Viscoelastic peridynamic method for the interface in the reinforced concrete 315
Wang, Shun, Wu, Wei (2021) A simple hypoplastic model for overconsolidated clays. Acta Geotechnica, 16 (1) 21-29 doi:10.1007/s11440-020-01000-z
Whittle, Andrew J., Kavvadas, Michael J. (1994) Formulation of MIT‐E3 Constitutive Model for Overconsolidated Clays. Journal of Geotechnical Engineering, 120 (1). 173-198 doi:10.1061/(asce)0733-9410(1994)120:1(173)
Xiao (2019) Int. J. Geomech. Constitutive modeling for overconsolidated clays based on disturbed state concept. I: theory 19
Yang, Chao, Sheng, Daichao, Carter, John P., Sloan, Scott W. (2015) Modelling the plastic anisotropy of Lower Cromer Till. Computers and Geotechnics, 69. 22-37 doi:10.1016/j.compgeo.2015.04.013
Yang, Z.X., Xu, T.T., Li, X.S. (2019) J2-deformation type model coupled with state dependent dilatancy. Computers and Geotechnics, 105. 129-141 doi:10.1016/j.compgeo.2018.09.018
Yao, Yangping, Gao, Zhiwei, Zhao, Jidong, Wan, Zheng (2012) Modified UH Model: Constitutive Modeling of Overconsolidated Clays Based on a Parabolic Hvorslev Envelope. Journal of Geotechnical and Geoenvironmental Engineering, 138 (7). 860-868 doi:10.1061/(asce)gt.1943-5606.0000649
Yao, Y.-P., Hou, W., Zhou, A.-N. (2009) UH model: three-dimensional unified hardening model for overconsolidated clays. GĂ©otechnique, 59 (5). 451-469 doi:10.1680/geot.2007.00029
YAO, Y.P., ZHOU, A.N. (2013) Non-isothermal unified hardening model: a thermo-elasto-plastic model for clays. GĂ©otechnique, 63 (15). 1328-1345 doi:10.1680/geot.13.p.035
Yin, Zhen-Yu, Xu, Qiang, Hicher, Pierre-Yves (2013) A simple critical-state-based double-yield-surface model for clay behavior under complex loading. Acta Geotechnica, 8 (5) 509-523 doi:10.1007/s11440-013-0206-y
Zervoyannis, C., 1982. Etude synthetique des proprietes mecaniques des argiles et des sables sur chemins oedometrique et triaxial de revolution. Ecole Centrale de Paris.
Yu, H. S. (1998) CASM: a unified state parameter model for clay and sand. International Journal for Numerical and Analytical Methods in Geomechanics, 22. 621-653 doi:10.1002/(sici)1096-9853(199808)22:8<621::aid-nag937>3.0.co;2-8
Zhang, Shuo, Ye, Guanlin, Wang, Jianhua (2018) Elastoplastic Model for Overconsolidated Clays with Focus on Volume Change under General Loading Conditions. International Journal of Geomechanics, 18. 4018005pp. doi:10.1061/(asce)gm.1943-5622.0001101
Zhou, Annan, Yao, Yangping (2018) Revising the unified hardening model by using a smoothed Hvorslev envelope. Journal of Rock Mechanics and Geotechnical Engineering, 10 (4). 778-790 doi:10.1016/j.jrmge.2017.10.008
Zhou, Annan, Sheng, Daichao (2015) An advanced hydro-mechanical constitutive model for unsaturated soils with different initial densities. Computers and Geotechnics, 63. 46-66 doi:10.1016/j.compgeo.2014.07.017

See Also

These are possibly similar items as determined by title/reference text matching only.

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, 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
Li, Xiaoqiang, Lu, Dechun, Lin, Qingtao, Dong, Xiaoqiang, Du, Xiuli (2023) A hydro-mechanical constitutive model for unsaturated soils over a wide saturation range. Computers and Geotechnics, 159. 105475 doi:10.1016/j.compgeo.2023.105475
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
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
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
Lu, Dechun, Chen, Yun, Zhou, Xin, Du, Xiuli (2025) Cylindrical cavity expansion solutions using the non-orthogonal elastoplastic clay model. Computers and Geotechnics, 183. doi:10.1016/j.compgeo.2025.107224
Cui, Zhen-Dong, Xu, Min-Zhe, Wang, Xiao-Dong (2025) Investigation of elastoplastic constitutive model of rubber-sand mixture. Computers and Geotechnics, 177. doi:10.1016/j.compgeo.2024.106904
Zhang, Zhitao; Fu, Zhongzhi; Ji, Enyue; Li, Zheng (2025) An elastoplastic constitutive model for rockfill materials considering loading and wetting behavior. Computers and Geotechnics, 186. doi:10.1016/j.compgeo.2025.107424
Duan, Wei, Zhao, Zening, Cai, Guojun, Pu, Shaoyun, Liu, Songyu, Dong, Xiaoqiang (2022) Evaluating model uncertainty of an in situ state parameter-based simplified method for reliability analysis of liquefaction potential. Computers and Geotechnics, 151. 104957 doi:10.1016/j.compgeo.2022.104957
Chen, Haohua, Li, Lin, Li, Jingpei, Sun, De'an (2020) An elastoplastic solution for spherical cavity undrained expansion in overconsolidated soils. Computers and Geotechnics, 126. 103759pp. doi:10.1016/j.compgeo.2020.103759
 
and/or  
Mindat.org is an outreach project of the Hudson Institute of Mineralogy, a 501(c)(3) not-for-profit organization.
Copyright © mindat.org and the Hudson Institute of Mineralogy 1993-2025, except where stated. Most political location boundaries are © OpenStreetMap contributors. Mindat.org relies on the contributions of thousands of members and supporters. Founded in 2000 by Jolyon Ralph.
To cite: Ralph, J., Von Bargen, D., Martynov, P., Zhang, J., Que, X., Prabhu, A., Morrison, S. M., Li, W., Chen, W., & Ma, X. (2025). Mindat.org: The open access mineralogy database to accelerate data-intensive geoscience research. American Mineralogist, 110(6), 833–844. doi:10.2138/am-2024-9486.
Privacy Policy - Terms & Conditions - Contact Us / DMCA issues - Report a bug/vulnerability Current server date and time: August 20, 2025 18:56:44
Go to top of page