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Considerations for using critical state soil mechanics based constitutive models for capturing static liquefaction failure of tailings dams

dc.contributor.authorLiu, Haoyuan
dc.contributor.authorNagula, Sparsha Sinduri
dc.contributor.authorJostad, Hans Petter
dc.contributor.authorPiciullo, Luca
dc.contributor.authorNadim, Farrokh
dc.date.accessioned2024-04-16T10:22:48Z
dc.date.available2024-04-16T10:22:48Z
dc.date.created2024-02-27T12:36:40Z
dc.date.issued2024
dc.identifier.citationComputers and geotechnics. 2024, 167 .
dc.identifier.issn0266-352X
dc.identifier.urihttps://hdl.handle.net/11250/3126755
dc.language.isoeng
dc.titleConsiderations for using critical state soil mechanics based constitutive models for capturing static liquefaction failure of tailings dams
dc.title.alternativeConsiderations for using critical state soil mechanics based constitutive models for capturing static liquefaction failure of tailings dams
dc.typePeer reviewed
dc.typeJournal article
dc.description.versionpublishedVersion
dc.source.pagenumber0
dc.source.volume167
dc.source.journalComputers and geotechnics
dc.identifier.doi10.1016/j.compgeo.2024.106089
dc.identifier.cristin2250200
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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