Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/89502
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorCheng, Qen_US
dc.creatorZhou, Cen_US
dc.creatorNg, CWWen_US
dc.creatorTang, CSen_US
dc.date.accessioned2021-04-09T08:50:07Z-
dc.date.available2021-04-09T08:50:07Z-
dc.identifier.issn0013-7952en_US
dc.identifier.urihttp://hdl.handle.net/10397/89502-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2020 Elsevier B.V. All rights reserved.en_US
dc.rights© 2020. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/.en_US
dc.rightsThe following publication Cheng, Q., Zhou, C., Ng, C. W. W., & Tang, C. S. (2020). Effects of soil structure on thermal softening of yield stress. Engineering Geology, 269, 105544 is available at https://dx.doi.org/10.1016/j.enggeo.2020.105544.en_US
dc.subjectLoessen_US
dc.subjectStructureen_US
dc.subjectTemperatureen_US
dc.subjectYieldingen_US
dc.titleEffects of soil structure on thermal softening of yield stressen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume269en_US
dc.identifier.doi10.1016/j.enggeo.2020.105544en_US
dcterms.abstractThermal softening is generally referred as the reduction of yield stress with increasing temperature. Previous experimental studies of thermal softening focus on a single type of specimen (either intact or recompacted). In this study, thermal softening of saturated intact, recompacted and reconstituted loess specimens was investigated through temperature-controlled isotropic compression tests. Scanning electron microscope (SEM) measurements were also carried out to evaluate the microstructures of these specimens. It is found when soil temperature increases from 5 to 50 °C, the yield stresses of the intact, recompacted and reconstituted specimens decreased by about 33%, 46% and 51%, respectively. The most resistant structure of intact specimen to thermal softening is mainly because its inter-particle contacts are stabilized by clay aggregates, as evident by SEM results. Reconstituted specimen has the least resistant structure to thermal softening, mainly because clay particles in reconstituted specimen float on the surface of silt particles rather than at inter-particle contacts.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEngineering geology, May 2020, v. 269, 105544en_US
dcterms.isPartOfEngineering geologyen_US
dcterms.issued2020-05-
dc.identifier.scopus2-s2.0-85080107588-
dc.identifier.eissn1872-6917en_US
dc.identifier.artn105544en_US
dc.description.validate202104 bcvcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera0692-n13-
dc.identifier.SubFormID975-
dc.description.fundingSourceRGCen_US
dc.description.fundingText616812, 16216116en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryGreen (AAM)en_US
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