Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102479
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorMu, QYen_US
dc.creatorNg, CWWen_US
dc.creatorZhou, Cen_US
dc.creatorZhou, GGDen_US
dc.date.accessioned2023-10-26T07:18:47Z-
dc.date.available2023-10-26T07:18:47Z-
dc.identifier.issn1673-565Xen_US
dc.identifier.urihttp://hdl.handle.net/10397/102479-
dc.language.isoenen_US
dc.publisherZhejiang University Pressen_US
dc.rights© Zhejiang University and Springer-Verlag GmbH Germany, part of Springer Nature 2019en_US
dc.rightsThis version of the article has been accepted for publication, after peer review (when applicable) and is subject to Springer Nature’s AM terms of use(https://www.springernature.com/gp/open-research/policies/accepted-manuscript-terms), but is not the Version of Record and does not reflect post-acceptance improvements, or any corrections. The Version of Record is available online at: http://dx.doi.org/10.1631/jzus.A1900274.en_US
dc.subjectLoessen_US
dc.subjectVolumetric behavioren_US
dc.subjectClay mineralen_US
dc.subjectHeating-cooling cyclesen_US
dc.titleEffects of clay content on the volumetric behavior of loess under heating-cooling cyclesen_US
dc.typeJournal/Magazine Articleen_US
dc.description.otherinformationTitle in Traditional Chinese: 循環溫度荷載下黏粒含量對黃土變形特性的影響en_US
dc.identifier.spage979en_US
dc.identifier.epage990en_US
dc.identifier.volume20en_US
dc.identifier.issue12en_US
dc.identifier.doi10.1631/jzus.A1900274en_US
dcterms.abstractAlthough numerous studies have been carried out on investigating thermal volume changes in different soils, limited attention has been paid to loess. This study aims to investigate the effects of clay content on the deformation of loess under heating-cooling cycles. Three soils with different clay contents (i.e. SA: 7%; SB: 13%; SC: 35%) were prepared with loess collected in situ through the sedimentation method. The soil volume changes were measured under heating-cooling cycles by using a thermal invar oedometer. To interpret the experimental results, X-ray diffraction (XRD) and scanning electron microscope (SEM) tests were conducted to identify the composition and microstructure of tested soils, respectively. The results show that the plastic axial strains of SA, SB, and SC accumulate to a certain level with the increasing number of heating-cooling cycles. At the stable state, the plastic axial strain of SC is 264% and 52% larger than those of SA and SB, respectively. On the other hand, the linear thermal expansion coefficient of SC is 66% and 20% larger than those of SA and SB, respectively. As evidenced from the XRD test, the clay in loess mainly contains kaolinite, chlorite, and illite, while the composition of silt is dominated by quartz. The clay minerals are more sensitive to thermal fluctuations than quartz because of the electrical double layer. SC, whose clay content is deliberately enhanced, exhibits a larger plastic axial strain and linear thermal expansion coefficient than do SA and SB.en_US
dcterms.accessRightsopen accessen_US
dcterms.alternative循环温度荷载下黏粒含量对黄土变形特性的影响en_US
dcterms.bibliographicCitationJournal of Zhejiang University. Science A, Dec. 2019, v. 20, no. 12, p. 979-990en_US
dcterms.isPartOfJournal of Zhejiang University. Science Aen_US
dcterms.issued2019-12-
dc.identifier.scopus2-s2.0-85076547415-
dc.identifier.eissn1862-1775en_US
dc.description.validate202310 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1144-
dc.description.fundingSourceSelf-fundeden_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS20268631-
dc.description.oaCategoryGreen (AAM)en_US
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