Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102391
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorChen, ZJen_US
dc.creatorFeng, WQen_US
dc.creatorYin, JHen_US
dc.date.accessioned2023-10-26T07:18:00Z-
dc.date.available2023-10-26T07:18:00Z-
dc.identifier.issn2366-2557en_US
dc.identifier.urihttp://hdl.handle.net/10397/102391-
dc.description16th International Conference of the International Association for Computer Methods and Advances in Geomechanics, 5-8 May 2021, Turin, Italyen_US
dc.language.isoenen_US
dc.publisherSpringer Singaporeen_US
dc.rights© The Author(s), under exclusive license to Springer Nature Switzerland AG 2021en_US
dc.rightsThis version of the proceeding paper has been accepted for publication, after peer review (when applicable) and is subject to Springer Nature’s AM terms of use (https://www.springernature.com/gp/open-research/policies/accepted-manuscript-terms), but is not the Version of Record and does not reflect post-acceptance improvements, or any corrections. The Version of Record is available online at: http://dx.doi.org/10.1007/978-3-030-64514-4_34.en_US
dc.subjectClayey soilen_US
dc.subjectCreepen_US
dc.subjectElastic viscoplasticen_US
dc.subjectFinite element simulationen_US
dc.subjectSettlementen_US
dc.titleFinite element simulations of clayey soil ground with a three-dimensional nonlinear elastic viscoplastic modelen_US
dc.typeConference Paperen_US
dc.identifier.spage373en_US
dc.identifier.epage381en_US
dc.identifier.volume125en_US
dc.identifier.doi10.1007/978-3-030-64514-4_34en_US
dcterms.abstractThis paper presents a study on numerical simulations of clayey soil using nonlinear elastic viscoplastic (EVP) model. The nonlinear EVP model is based on Yin (1999)’s nonlinear creep equation in which a creep strain limit is considered. The model in the general stress-strain condition is implemented by finite element program Plaxis and is used to simulate clayey soil under Berthierville embankment. Good agreement between simulated and measured settlements and excess pore pressure validates the feasibility of the nonlinear EVP model. Furthermore, a parametric study is presented to demonstrate the importance of creep strain limit.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationLecture notes in civil engineering, 2021, v. 125, p. 373-381en_US
dcterms.isPartOfLecture notes in civil engineeringen_US
dcterms.issued2021-
dc.identifier.scopus2-s2.0-85101571060-
dc.relation.conferenceInternational Conference of the International Association for Computer Methods and Advances in Geomechanics [IACMAG]en_US
dc.identifier.eissn2366-2565en_US
dc.description.validate202310 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-0532-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextHong Kong Polytechnic Universityen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS46714840-
dc.description.oaCategoryGreen (AAM)en_US
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