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dc.contributor.authorLikitlersuang, S.
dc.contributor.authorChheng, C
dc.contributor.authorSurarak, Chanaton
dc.contributor.authorBalasubramaniam, Bala
dc.date.accessioned2018-09-13T05:57:42Z
dc.date.available2018-09-13T05:57:42Z
dc.date.issued2018
dc.identifier.issn0046-5828
dc.identifier.urihttp://hdl.handle.net/10072/380410
dc.description.abstractConstitutive soil model and its parameters are the important issue in finite element analysis. Hardening soil model and MohrCoulomb model parameters of Bangkok clays for finite element analysis were evaluated in this study. To achieve this purpose, a case study of Sukhumvit MRT Station was selected to model in three dimensions with hardening soil and Mohr-Coulomb models. The instrumented data during construction was used to compare with the results from finite element analysis. PLAXIS 3D software was adopted as solving tool in this study. Lateral wall movement and ground surface settlement predictions were used to compare with the data. The outcomes were concluded that the hardening soil model characterised the Bangkok clay better than Mohr-Coulomb model in 3D finite element analysis for excavation.
dc.description.peerreviewedYes
dc.languageEnglish
dc.language.isoeng
dc.publisherSoutheast Asian Geotechnical Society
dc.publisher.urihttp://seags.ait.asia/journals/29683-seags-agssea-journal-june-2018/
dc.relation.ispartofpagefrom150
dc.relation.ispartofpageto156
dc.relation.ispartofissue2
dc.relation.ispartofjournalGeotechnical Engineering
dc.relation.ispartofvolume49
dc.subject.fieldofresearchEngineering not elsewhere classified
dc.subject.fieldofresearchcode099999
dc.titleStrength and stiffness parameters of Bangkok clays for finite element analysis
dc.typeJournal article
dc.type.descriptionC1 - Articles
dc.type.codeC - Journal Articles
dc.description.versionVersion of Record (VoR)
gro.rights.copyright© 2018 Southeast Asian Geotechnical Society. The attached file is reproduced here in accordance with the copyright policy of the publisher. Please refer to the journal's website for access to the definitive, published version.
gro.hasfulltextFull Text
gro.griffith.authorBalasubramaniam, Bala B.
gro.griffith.authorSurarak, Chanaton


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