Predicting self-healing ratio of GCL with a damage hole

被引:28
作者
Chai, Jin-Chun [1 ]
Sari, Kartika [1 ]
Shen, Shui-long [2 ]
Cai, Yuanqiang [3 ]
机构
[1] Saga Univ, Grad Sch Sci & Engn, Saga, Japan
[2] Shanghai Jiao Tong Univ, Dept Civil Engn, Shanghai 200240, Peoples R China
[3] Wenzhou Univ, Coll Civil Engn & Architecture, Wenzhou Univ Town, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Geosynthetic clay liner; Self-healing capacity; Bentonite; Free swelling index; GEOSYNTHETIC CLAY LINERS; PERFORMANCE; EROSION; PERMEABILITY; BENTONITE;
D O I
10.1016/j.geotexmem.2016.05.010
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Self-healing ratio of geosynthetic clay liner (GCL) with a damage hole has been investigated and a prediction method has been proposed. Laboratory leakage rate/self-healing capacity tests of GCLs with a damage hole were conducted and the test results indicate that the amount of bentonite entered the damage hole and its water content are a function of the type of liquid used, diameter of the damage hole and overburden pressure on the GCL sample. The proposed prediction method uses basic physical properties of a GCL, and the liquid limit of the bentonite in the GCL with the corresponding liquid. Good agreement has been obtained between the predicted and laboratory measured self-healing ratio (healed area divided by the total damage area). It is suggested that the method can be used to evaluate the suitability of a GCL to a particular site. (C) 2016 Elsevier Ltd. All rights reserved.
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页码:761 / 769
页数:9
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