Water retention curves of a geosynthetic clay liner under non-uniform temperature-stress paths

被引:8
作者
Tincopa, Mayu [1 ]
Bouazza, Abdelmalek [2 ]
机构
[1] Univ Ingn & Tecnol UTEC, Jr Medrano Silva 165, Lima, Peru
[2] Monash Univ, Dept Civil Engn, 23 Coll Walk, Clayton, Vic 3800, Australia
基金
澳大利亚研究理事会;
关键词
Geosynthetics; Geosynthetic clay liner; Water retention curves; Temperatures; Vertical stresses; HYDRAULIC CONDUCTIVITY; PERFORMANCE; GCLS; BEHAVIOR; HYDRATION; BENTONITES; LEACHATES; SALINITY; IMPACT; ISSUES;
D O I
10.1016/j.geotexmem.2021.04.005
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper presents a novel suction-controlled chamber that permits the determination of the full water retention curves of geosynthetic clay liners (GCLs) under non-uniform temperature-stress paths. It investigates field conditions encountered in brine ponds (low confining stress settings) and heap leach pads (high confining stress settings) during construction and operation stages. Consequently, the analysis of the moisture dynamics in a GCL was defined under the wetting path (construction) and drying path (operation). High vertical stresses were found to facilitate a more rapid water uptake as capillarity is established faster than at low, confined stresses. In general, the drying curves increase the water desorption over the suction range investigated due to the low water viscosity caused by high temperatures. The wetting of the GCL at 20 degrees C and drying at 70 degrees C under either low, confined stress (2 kPa) or high confining stress (130 kPa) shows a reduction in the volumetric water contents. Furthermore, on the drying path, the coupled effect of elevated temperature and high confining stress accelerates water desorption leading possibly to potential desiccation.
引用
收藏
页码:1270 / 1279
页数:10
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