New insight on geosynthetic clay liner hydration: the key role of subsoils mineralogy

被引:53
作者
Bouazza, A. [1 ]
Ali, M. A. [2 ]
Gates, W. P. [3 ,4 ]
Rowe, R. K. [5 ]
机构
[1] Monash Univ, Dept Civil Engn, 23 Coll Walk, Victoria 3800, Australia
[2] Monash Univ, Dept Civil Engn, 18 Alliance Lane, Clayton, Vic 3800, Australia
[3] Deakin Univ, Australian Ctr Infrastruct Durabil, Inst Frontier Mat, Burwood, Vic 3125, Australia
[4] Monash Univ, Clayton, Vic 3800, Australia
[5] Queens Univ, Dept Civil Engn, Geotech & Geoenvironm Engn, Ellis Hall, Kingston, ON, Canada
基金
澳大利亚研究理事会;
关键词
Geosynthetics; Geosynthetic clay liner; Hydration; Smectite content; Subsoil; Unsaturated; Water retention curves; HYDRAULIC CONDUCTIVITY; SUCTION MEASUREMENT; EVAPORATION METHOD; SOIL; PERFORMANCE; GCLS; CURVES; FIELD;
D O I
10.1680/jgein.16.00022
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The hydration of a needle-punched, thermally treated and powdered bentonite-based geosynthetic clay liner (GCL) from four different subsoils was studied at optimum moisture content + 2% under isothermal conditions. Contrary to the belief that GCL hydration was strongly dependent on the percentage of clay-sized particles present in the subsoils, it was shown in this investigation that this dependency cannot be generalised to all subsoil types as the presence of smectite in the subsoils can substantially impact GCL water uptake. Smectite content of the subsoil has been found to enhance its water retention capacity, and therefore the relative amount of water available in the subsoil for hydration of the GCL was strongly dependent on the amount of smectite available in the subsoil (i. e., GCL water absorption from smectite-rich soils is impeded). The hydration process from subsoils dominated by smectite mineralogy was governed by the vapour phase, whereaswhen the smectite content was very low or nil the hydration process involved both vapour and liquid phases if the subgrade was at a water content close to optimum.
引用
收藏
页码:139 / 150
页数:12
相关论文
共 52 条
[1]   Numerical Characterization of Advective Gas Flow through GM/GCL Composite Liners Having a Circular Defect in the Geomembrane [J].
Abuel-Naga, Hossam M. ;
Bouazza, Abdelmalek .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (11) :1661-1671
[2]   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
[3]   Comparison of four methods for measuring total suction [J].
Agus, SS ;
Schanz, T .
VADOSE ZONE JOURNAL, 2005, 4 (04) :1087-1095
[4]  
Ali MA, 2014, UNSATURATED SOILS: RESEARCH & APPLICATIONS, VOLS 1 AND 2, P849
[5]   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
[6]  
[Anonymous], D2487 ASTM INT
[7]  
[Anonymous], 2016, GEOTECHNICAL TESTING
[8]  
[Anonymous], D5993 ASTM INT
[9]  
[Anonymous], D526110 ASTM INT
[10]  
[Anonymous], REC GEN REAL ET GEOS