Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/95339
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorNg, CWWen_US
dc.creatorMu, QYen_US
dc.creatorZhou, Cen_US
dc.date.accessioned2022-09-19T01:59:47Z-
dc.date.available2022-09-19T01:59:47Z-
dc.identifier.issn0016-8505en_US
dc.identifier.urihttp://hdl.handle.net/10397/95339-
dc.language.isoenen_US
dc.publisherICE Publishingen_US
dc.rights© ICE Publishing, all rights reserved.en_US
dc.rightsThis is the Author Manuscript of the work. The final published article is available at https://doi.org/10.1680/jgeot.16.P.293en_US
dc.subjectLaboratory testsen_US
dc.subjectStrainen_US
dc.subjectTemperature effectsen_US
dc.titleEffects of specimen preparation method on the volume change of clay under cyclic thermal loadsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage146en_US
dc.identifier.epage150en_US
dc.identifier.volume69en_US
dc.identifier.issue2en_US
dc.identifier.doi10.1680/jgeot.16.P.293en_US
dcterms.abstractPrevious investigations of the volume change of soil with different fabric patterns have been mostly carried out at a constant temperature. To investigate the influence of the specimen preparation method on the volume change of saturated clay under cyclic thermal loads, reconstituted, intact and recompacted specimens were tested. Thermal axial strains of these specimens in a normally consolidated state were measured using a temperature-controlled invar oedometer apparatus. The soil fabric of each specimen was evaluated using a scanning electron microscope (SEM) and a mercury intrusion porosimeter (MIP). All specimens showed continuous contraction as the number of thermal cycles increased, albeit at a decreasing rate. After five heating and cooling cycles with temperatures ranging from 15 to 70°C, the accumulated plastic axial strain of the reconstituted specimen was 38% and 68% larger than those of the intact and recompacted specimens, respectively. The SEM visualisations and MIP measurements demonstrate that these observed differences can likely be attributed to different distributions of clay particles in the soil specimens (with a 28% clay content). In the intact and recompacted specimens, most of the clay particles formed silt-size aggregates. In the reconstituted specimen, the clay particles filled the spaces between silt particles and the soil fabric was homogeneous overall.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationGeotechnique, Feb. 2019, v. 69, no. 2, p. 146-150en_US
dcterms.isPartOfGeotechniqueen_US
dcterms.issued2019-02-
dc.identifier.scopus2-s2.0-85060545913-
dc.description.validate202209 bcvcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberRGC-B2-1186-
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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