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원종묵

Won, Jongmuk
Sustainable Smart Geotechnical Lab.
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dc.citation.endPage 2730 -
dc.citation.number 10 -
dc.citation.startPage 2720 -
dc.citation.title JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING -
dc.citation.volume 15 -
dc.contributor.author Won, Jongmuk -
dc.contributor.author Choe, Yongjoon -
dc.contributor.author Yang, Yerim -
dc.contributor.author Choi, Hangseok -
dc.date.accessioned 2024-07-12T10:35:12Z -
dc.date.available 2024-07-12T10:35:12Z -
dc.date.created 2024-07-11 -
dc.date.issued 2023-10 -
dc.description.abstract The detached clay particles directly filtrated through the sand-clay mixture lead to suffusion; however, if the detached clay particles are subjected to reattachment, the degree of suffusion may be less significant. This study investigates the impact of clay particle reattachment on suffusion of sand-clay mixtures through laboratory soil-column experiments. The observed breakthrough curves (BTCs) of kaolinite, illite, and montmorillonite for 5 different column lengths (3 in, 6 in, 9 in, 12 in, and 18 in; 1 in = 2.54 cm) indicated that a higher breakthrough concentration was observed as the column length (L) decreased for kaolinite and illite, whereas a reverse trend was observed for montmorillonite. In addition, the increase in the fraction of filtrated clay particles (Me) with an increase in L (M-e = 10.42% for L = 3 in and Me = 3.59% for L = 18 in) for the sand-illite mixture indicated that the reattachment effect became more significant as the travel length of detached clay particles increased. The observed BTCs, retention profiles after injection, and fraction of filtrated clay presented herein suggest the need to incorporate the reattachment effect when assessing the suffusion of clay-containing soils. (c) 2023 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/ licenses/by-nc-nd/4.0/). -
dc.identifier.bibliographicCitation JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, v.15, no.10, pp.2720 - 2730 -
dc.identifier.doi 10.1016/j.jrmge.2022.12.013 -
dc.identifier.issn 1674-7755 -
dc.identifier.scopusid 2-s2.0-85148337741 -
dc.identifier.uri https://scholarworks.unist.ac.kr/handle/201301/83084 -
dc.identifier.wosid 001070907400016 -
dc.language 영어 -
dc.publisher SCIENCE PRESS -
dc.title Impact of clay particle reattachment on suffusion of sand-clay mixtures -
dc.type Article -
dc.description.isOpenAccess FALSE -
dc.relation.journalWebOfScienceCategory Engineering, Geological -
dc.relation.journalResearchArea Engineering -
dc.type.docType Article -
dc.description.journalRegisteredClass scie -
dc.description.journalRegisteredClass scopus -
dc.subject.keywordAuthor Suffusion -
dc.subject.keywordAuthor Reattachment -
dc.subject.keywordAuthor Sand-clay mixture -
dc.subject.keywordAuthor Ionic concentration -
dc.subject.keywordAuthor Column length -
dc.subject.keywordPlus IONIC-STRENGTH -
dc.subject.keywordPlus INTERNAL EROSION -
dc.subject.keywordPlus COMPRESSIONAL BEHAVIOR -
dc.subject.keywordPlus AGGREGATION KINETICS -
dc.subject.keywordPlus DISTINCT PHENOMENA -
dc.subject.keywordPlus POROUS-MEDIA -
dc.subject.keywordPlus GRADED SOILS -
dc.subject.keywordPlus KAOLINITE -
dc.subject.keywordPlus TRANSPORT -
dc.subject.keywordPlus RELEASE -

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