Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/97448
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorLiu, Yen_US
dc.creatorYin, ZYen_US
dc.creatorWang, Len_US
dc.creatorHong, Yen_US
dc.date.accessioned2023-03-06T01:18:35Z-
dc.date.available2023-03-06T01:18:35Z-
dc.identifier.issn0008-3674en_US
dc.identifier.urihttp://hdl.handle.net/10397/97448-
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 copyright.com.en_US
dc.rightsThis is the accepted version of the work. The final published article is available at https://doi.org/10.1139/cgj-2020-0099.en_US
dc.subjectCloggingen_US
dc.subjectConstriction sizeen_US
dc.subjectErosionen_US
dc.subjectFine fractionen_US
dc.subjectGap-graded soilen_US
dc.subjectSuspensionen_US
dc.titleA coupled CFD–DEM investigation of internal erosion considering suspension flowen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1411en_US
dc.identifier.epage1425en_US
dc.identifier.volume58en_US
dc.identifier.issue9en_US
dc.identifier.doi10.1139/cgj-2020-0099en_US
dcterms.abstractThe influence of two-phase flows containing suspension particles, which are common in nature, on internal erosion with coupling effect of clogging remains unclear. This paper presents a three-dimensional coupled computational fluid dynamics and discrete element method (CFD–DEM) analysis of internal erosion considering different concentrations of suspension C (i.e., mass of the suspended particles in unit volume of fluid) in gap-graded granular soils with different fine fraction Fc (i.e., the percentage by mass of the fine particles in the gap-graded sample). The influences of C and Fc on the erosion and clogging behavior of soils are investigated from both the macroscopic and microscopic perspectives. It is found that for gap-graded samples being underfilled with Fc = 15%, the suspension flow (i.e., influent fluid with suspending particles) decreases the cumulative eroded fine particle loss and the increasing rate of soil hydraulic conductivity due to clogging at the top of the sample. The degree of clogging is found to jointly be determined by both constriction size distribution and the suspension concentration. Clogging in a local area usually occurs with the formation of the clusters, which have a high resistance to the drag force applied by the fluid flow.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationCanadian geotechnical journal, Sept. 2021, v. 58, no. 9, p. 1411-1425en_US
dcterms.isPartOfCanadian geotechnical journalen_US
dcterms.issued2021-09-
dc.identifier.scopus2-s2.0-85112758947-
dc.description.validate202203 bcfcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-0502-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextGRF; NSFC; NKRDPCen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS55596802-
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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