Unsaturated behaviour and cation self-diffusion of geosynthetic clay liners in Antarctica

被引:3
作者
Acikel, A. S. [1 ]
Rowe, R. K. [2 ]
McWatters, R. S. [3 ]
机构
[1] Queens Univ, Kingston, ON, Canada
[2] Queens Univ, Geotech & Geoenvironm Engn, Kingston, ON, Canada
[3] Australian Antarctic Div, Antarctic Conservat & Management, Kingston, Tas, Australia
关键词
Geosynthetics; GCLs; Water retention; Extreme environment; Self-diffusion; Geotextiles; Cations; WATER-RETENTION BEHAVIOR; HYDRAULIC CONDUCTIVITY; SUCTION MEASUREMENT; BENTONITE EROSION; GCL HYDRATION; PERFORMANCE; LEACHATES; CURVE; SOIL; COMPATIBILITY;
D O I
10.1680/jgein.20.00048
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The impact of time-dependent unsaturated behaviour of virgin and the impact of cation self-diffusion on the time-dependent unsaturated behaviour of exhumed geosynthetic clay liner (GCL) specimens were investigated using a chilled mirror hygrometer. Total suction values (after 7 weeks' water homogenisation) are reported for ten virgin (six different bentonites) and one GCL exhumed after exposure to the thermo-hydro-mechanical (THM) conditions in Antarctica. The time-dependent unsaturated responses of four different virgin GCLs 1 day and 1 week after hydration are compared with the results at homogenisation and the implications discussed. For the suction (0.1-300 MPa) and water content range (5-140%) examined, the post-water homogenisation water retention behaviour of the GCLs is affected by bentonite characteristics. At a given gravimetric water content, the total suction of GCLs increased with increasing smectite content and total soluble salt content and decreased with increasing total bound cation content in the bentonite. Cation self-diffusion also increased the total suction in the GCL exhumed after exposure to Antarctic THM conditions. It is concluded that the impact of cation self-diffusion on the unsaturated behaviour of a GCL during its time in service before exposure to pollutants needs to be considered in designing hydraulic and gas barriers.
引用
收藏
页码:350 / 367
页数:18
相关论文
共 103 条
[1]   Performance of GCLs in high salinity impoundment applications [J].
AbdelRazek, A. Y. ;
Rowe, Ronald Kerry .
GEOSYNTHETICS INTERNATIONAL, 2019, 26 (06) :611-628
[2]   Interface transmissivity of conventional and multicomponent GCLs for three permeants [J].
AbdelRazek, A. Y. ;
Rowe, R. Kerry .
GEOTEXTILES AND GEOMEMBRANES, 2019, 47 (01) :60-74
[3]   A novel laboratory technique to determine the water retention curve of geosynthetic clay liners [J].
Abuel-Naga, H. ;
Bouazza, A. .
GEOSYNTHETICS INTERNATIONAL, 2010, 17 (05) :313-322
[4]   A novel transient gravimetric monitoring technique implemented to GCL osmotic suction control [J].
Acikel, A. S. ;
Bouazza, A. ;
Gates, W. P. ;
Singh, R. M. ;
Rowe, R. K. .
GEOTEXTILES AND GEOMEMBRANES, 2020, 48 (06) :755-767
[5]   The impact of multi-component hypersaline wetting on soluble and exchangeable cations and water retention behaviour of MX80 bentonite [J].
Acikel, A. S. ;
Rowe, R. K. ;
Brachman, R. W., I ;
Baral, A. ;
Su, G. .
APPLIED CLAY SCIENCE, 2019, 180
[6]   Time-dependent unsaturated behaviour of geosynthetic clay liners [J].
Acikel, A. S. ;
Gates, W. P. ;
Singh, R. M. ;
Bouazza, A. ;
Fredlund, D. G. ;
Rowe, R. K. .
CANADIAN GEOTECHNICAL JOURNAL, 2018, 55 (12) :1824-1836
[7]   Insufficient initial hydration of GCLs from some subgrades: Factors and causes [J].
Acikel, A. S. ;
Gates, W. P. ;
Singh, R. M. ;
Bouazza, A. ;
Rowe, R. K. .
GEOTEXTILES AND GEOMEMBRANES, 2018, 46 (06) :770-781
[8]   Applicability and accuracy of the initially dry and initially wet contact filter paper tests for matric suction measurement of geosynthetic clay liners [J].
Acikel, A. S. ;
Singh, R. M. ;
Bouazza, A. ;
Gates, W. P. ;
Rowe, R. K. .
GEOTECHNIQUE, 2015, 65 (09) :780-787
[9]  
Acikel A. S., 2016, THESIS MONASH U MELB, DOI DOI 10.4225/03/585085CCE89BA
[10]   Laboratory investigation of GCL hydration from clayey sand subsoil [J].
Anderson, R. ;
Rayhani, M. T. ;
Rowe, R. K. .
GEOTEXTILES AND GEOMEMBRANES, 2012, 31 :31-38