DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorMu, QY-
dc.creatorDong, H-
dc.creatorLiao, HJ-
dc.creatorDang, YJ-
dc.creatorZhou, C-
dc.date.accessioned2021-04-09T08:50:22Z-
dc.date.available2021-04-09T08:50:22Z-
dc.identifier.issn2045-2543-
dc.identifier.urihttp://hdl.handle.net/10397/89524-
dc.language.isoenen_US
dc.publisherICE Publishingen_US
dc.subjectFabric/structure of soilsen_US
dc.subjectLaboratory testsen_US
dc.subjectSuctionen_US
dc.titleWater-retention curves of loess under wetting-drying cyclesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume10-
dc.identifier.issue2-
dc.identifier.doi10.1680/jgele.19.00025-
dcterms.abstractWater-retention curves (WRCs) of intact, compacted and reconstituted loess were investigated using a pressure plate extractor. All specimens were prepared having the same initial density and subjected to two cycles of drying and wetting in the suction range of 0-400 kPa. Furthermore, their pore-size distributions (PSDs) were measured through mercury intrusion porosimeter (MIP) for explaining the measured WRCs. The results show that the air-entry value of reconstituted loess is 505% and 169% larger than that of intact and compacted loess, respectively. This is because the reconstituted loess has more uniform PSD and lacks large-sized pores, as supported by the MIP measurements. On the other hand, the average degree of hysteresis of reconstituted loess during the second wetting-drying cycle decreases by 73% compared to that of the first cycle, which is attributed to the significant soil shrinkage (i.e. 28%) induced by the first wetting-drying cycle. On the contrary, the number of wetting-drying cycles shows negligible effects on the hysteresis of intact loess. In addition, the wetting-drying cycles influence the hysteresis of compacted loess only in a narrow suction range (i.e. 10-50 kPa).-
dcterms.accessRightsembargoed access-
dcterms.bibliographicCitationGeotechnique letters, June 2020, v. 10, no. 2, 25-
dcterms.isPartOfGeotechnique letters-
dcterms.issued2020-06-
dc.identifier.scopus2-s2.0-85079342141-
dc.identifier.artn25-
dc.description.validate202104 bcvc-
dc.description.oaNot applicable-
dc.identifier.FolderNumbera0692-n09-
dc.identifier.SubFormID968-
dc.description.fundingSourceRGC-
dc.description.fundingText16207918-
dc.description.pubStatusPublished-
dc.date.embargo2021.06.30en_US
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