File Download

There are no files associated with this item.

  • Find it @ UNIST can give you direct access to the published full text of this article. (UNISTARs only)
Related Researcher

원종묵

Won, Jongmuk
Sustainable Smart Geotechnical Lab.
Read More

Views & Downloads

Detailed Information

Cited time in webofscience Cited time in scopus
Metadata Downloads

Impact of clay particle reattachment on suffusion of sand-clay mixtures

Author(s)
Won, JongmukChoe, YongjoonYang, YerimChoi, Hangseok
Issued Date
2023-10
DOI
10.1016/j.jrmge.2022.12.013
URI
https://scholarworks.unist.ac.kr/handle/201301/83084
Citation
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, v.15, no.10, pp.2720 - 2730
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/).
Publisher
SCIENCE PRESS
ISSN
1674-7755
Keyword (Author)
SuffusionReattachmentSand-clay mixtureIonic concentrationColumn length
Keyword
IONIC-STRENGTHINTERNAL EROSIONCOMPRESSIONAL BEHAVIORAGGREGATION KINETICSDISTINCT PHENOMENAPOROUS-MEDIAGRADED SOILSKAOLINITETRANSPORTRELEASE

qrcode

Items in Repository are protected by copyright, with all rights reserved, unless otherwise indicated.