Water-Retention Behavior of Geosynthetic Clay Liners

被引:86
作者
Beddoe, Ryley A. [1 ]
Take, W. Andy [1 ]
Rowe, R. Kerry
机构
[1] Queens Univ, Dept Civil Engn, GeoEngn Ctr Queens RMC, Kingston, ON K7L 3N6, Canada
基金
加拿大自然科学与工程研究理事会; 加拿大创新基金会;
关键词
Clay liners; Landfill; Geosynthetics; Unsaturated soils; PERFORMANCE; PERMEABILITY; BENTONITES; SHRINKAGE; SODIUM;
D O I
10.1061/(ASCE)GT.1943-5606.0000526
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The hydration and subsequent hydraulic performance of geosynthetic clay liners (GCLs) depend on the water-retention curve (WRC) of the GCL. Because of the inherent difficulty in obtaining the WRC for these materials, limited data exists regarding the WRCs of GCLs in the literature. In this study, high-capacity tensiometers and capacitance relative humidity sensors were used to quantify the water-retention behavior of GCLs for four different GCL products that vary both in materials (woven and nonwoven geotextiles) and in fabrication detail (thermal treatment and needle-punching). The water-retention behavior was investigated under wetting and drying paths; we present results in terms of gravimetric and volumetric moisture content and bulk GCL void ratio. The WRCs of the different GCL products showed significant variation among wetting and drying curves, indicating that both needle-punching and thermal treatment have a significant effect on the swelling behavior of the GCL and its WRC. Theoretical equations were fit to the experimental data, establishing the parameters that can be used for numerical modeling of these four GCL products. DOI: 10.1061/(ASCE)GT.1943-5606.0000526. (C) 2011 American Society of Civil Engineers.
引用
收藏
页码:1028 / 1038
页数:11
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