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

被引:9
作者
Won, Jongmuk [1 ]
Choe, Yongjoon [2 ]
Yang, Yerim [2 ]
Choi, Hangseok [2 ]
机构
[1] Univ Ulsan, Dept Civil & Environm Engn, Daehak Ro 93, Ulsan 680749, South Korea
[2] Korea Univ, Sch Civil Environm & Architectural Engn, Anam Dong 5 Ga, Seoul 136713, South Korea
基金
新加坡国家研究基金会;
关键词
Suffusion; Reattachment; Sand-clay mixture; Ionic concentration; Column length; IONIC-STRENGTH; INTERNAL EROSION; COMPRESSIONAL BEHAVIOR; AGGREGATION KINETICS; DISTINCT PHENOMENA; POROUS-MEDIA; GRADED SOILS; KAOLINITE; TRANSPORT; RELEASE;
D O I
10.1016/j.jrmge.2022.12.013
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
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/).
引用
收藏
页码:2720 / 2730
页数:11
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