Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/95190
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorNg, CWWen_US
dc.creatorCheng, Qen_US
dc.creatorZhou, Cen_US
dc.date.accessioned2022-09-14T08:32:36Z-
dc.date.available2022-09-14T08:32:36Z-
dc.identifier.issn0008-3674en_US
dc.identifier.urihttp://hdl.handle.net/10397/95190-
dc.language.isoenen_US
dc.publisherCanadian Science Publishingen_US
dc.rightsCopyright remains with the author(s) or their institution(s). Permission for reuse (free in most cases) can be obtained from RightsLink (http://www.nrcresearchpress.com/page/authors/services/reprints).en_US
dc.rightsThis is the accepted version of the work. The final published article is available at https://doi.org/10.1139/cgj-2017-0332en_US
dc.subjectCollapseen_US
dc.subjectRecompacted and intact loessen_US
dc.subjectTemperatureen_US
dc.subjectWettingen_US
dc.subjectYieldingen_US
dc.titleThermal effects on yielding and wetting-induced collapse of recompacted and intact loessen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1095en_US
dc.identifier.epage1103en_US
dc.identifier.volume55en_US
dc.identifier.issue8en_US
dc.identifier.doi10.1139/cgj-2017-0332en_US
dcterms.abstractYielding and wetting-induced collapse are two important interrelated aspects of unsaturated loess behaviour. Previous studies on loess were generally conducted under a single temperature condition. The principal objective of this study is to investigate thermal effects on yielding and wetting-induced collapse of recompacted and intact loess. Isotropic compression tests were carried out to determine yield stress at different suctions (0 and 100 kPa) and temperatures (5, 23, and 50 °C). Moreover, wetting tests were conducted at various temperatures and stresses. Results of the wetting tests were interpreted using the measured yield stress at various suctions and temperatures. It is found that yield stress decreases with decreasing suction (wetting-induced softening). The wetting-induced softening of recompacted loess is more significant at a higher temperature. The observed thermal effects on wetting-induced softening are likely because with decreasing suction, the stabilizing interpar-ticle normal force decreases more at a higher temperature. In contrast, when the applied stress reaches the yield stress during wetting, yielding and plastic volumetric contraction can be observed. More importantly, wetting-induced contraction of recompacted loess at 50 °C is about three times of that at 5 °C. The larger contraction at 50 °C is mainly because the wetting-induced softening is larger at a higher temperature.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationCanadian geotechnical journal, Aug. 2018, v. 55, no. 8, p. 1095-1103en_US
dcterms.isPartOfCanadian geotechnical journalen_US
dcterms.issued2018-08-
dc.identifier.scopus2-s2.0-85050947862-
dc.description.validate202209 bcvcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberRGC-B2-1187-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of Chinaen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryGreen (AAM)en_US
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