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A two-dimensional effective stress framework for modelling whole-life soil strength changes due to pore pressure generation and dissipation, Part 2: Applications

dc.contributor.authorWang, Yufei
dc.contributor.authorO’loughlin, Conleth D.
dc.contributor.authorZhou, Zefeng
dc.contributor.authorGaudin, Christophe
dc.date.accessioned2025-01-22T08:32:00Z
dc.date.available2025-01-22T08:32:00Z
dc.date.created2024-09-18T09:29:45Z
dc.date.issued2024
dc.identifier.citationCanadian geotechnical journal (Print). 2024, 61 (9), 1775-1800.
dc.identifier.issn0008-3674
dc.identifier.urihttps://hdl.handle.net/11250/3173690
dc.language.isoeng
dc.titleA two-dimensional effective stress framework for modelling whole-life soil strength changes due to pore pressure generation and dissipation, Part 2: Applications
dc.title.alternativeA two-dimensional effective stress framework for modelling whole-life soil strength changes due to pore pressure generation and dissipation, Part 2: Applications
dc.typePeer reviewed
dc.typeJournal article
dc.description.versionpublishedVersion
dc.source.pagenumber1775-1800
dc.source.volume61
dc.source.journalCanadian geotechnical journal (Print)
dc.source.issue9
dc.identifier.doi10.1139/cgj-2022-0332
dc.identifier.cristin2297986
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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