Thermal conductivity of geosynthetic clay liners

被引:38
|
作者
Ali, Mohammad Asgar [1 ]
Bouazza, Abdelmalek [1 ]
Singh, Rao Martand [2 ]
Gates, Will P. [1 ]
Rowe, R. Kerry [3 ]
机构
[1] Monash Univ, Dept Civil Engn, 18 Alliance Lane,23 Coll Walk, Clayton, Vic 3800, Australia
[2] Univ Surrey, Dept Civil & Environm Engn, 24 AA 02, Guildford GU2 7XH, Surrey, England
[3] Queens Univ, Dept Civil Engn, Ellis Hall, Kingston, ON K7L 3N6, Canada
基金
澳大利亚研究理事会;
关键词
geosynthetic clay liner; thermal conductivity; vertical stress; gravimetric water content; HYDROMECHANICAL BEHAVIOR; SWELLING BEHAVIOR; GAS-PERMEABILITY; HEAT-GENERATION; WATER-RETENTION; COMPOSITE LINER; PERFORMANCE; GCL; COMPATIBILITY; GEOMEMBRANES;
D O I
10.1139/cgj-2015-0585
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The thermal conductivities of powdered and granular bentonite based needle punched geosynthetic clay liners (GCLs) were investigated at different gravimetric water contents under 25, 50, 75, and 100 kPa vertical stresses. Both types of GCLs exhibited an increase in thermal conductivity with increasing vertical stress at all water contents. The effect of vertical stresses was more pronounced for the specimens hydrated at lower gravimetric water contents and this was attributed to their high initial volumetric air content. The variability of water distribution in partially hydrated GCLs has been identified as a factor that may affect their thermal conductivity. The forms of bentonites (i.e., powder or granular) affected their thermal conductivities; however, this effect was less apparent at higher gravimetric water contents due to the reduced air content and gel formation in the bentonites. Finally, the GCL thermal conductivity calculated from the measured thermal conductivities of its various constituents (i.e geotextile and bentonite) components differed from the measured values. This was attributed to the nonuniform water distribution across the GCL specimen and change in material properties when components of GCL were disassembled.
引用
收藏
页码:1510 / 1521
页数:12
相关论文
共 50 条
  • [31] Geosynthetic clay liners: Perceptions and misconceptions
    Rowe, R. Kerry
    GEOTEXTILES AND GEOMEMBRANES, 2020, 48 (02) : 137 - 156
  • [32] Geosynthetic clay liners in alkaline environments
    McKelvey, JA
    TESTING AND ACCEPTANCE CRITERIA FOR GEOSYNTHETIC CLAY LINERS, 1997, 1308 : 139 - 149
  • [33] Performance of geosynthetic clay liners for landfills
    Comeaga, L
    Didier, G
    ENGINEERING GEOLOGY AND THE ENVIRONMENT, VOLS 1-3, 1997, : 1701 - 1707
  • [34] Gas permeability of geosynthetic clay liners
    Didier, G
    Bouazza, A
    Cazaux, D
    GEOTEXTILES AND GEOMEMBRANES, 2000, 18 (2-4) : 235 - 250
  • [35] Special Issues on Geosynthetic Clay Liners
    不详
    GEOSYNTHETICS INTERNATIONAL, 2004, 11 (04) : 254 - 254
  • [36] Thermal desiccation of geosynthetic clay liners under brine pond conditions
    Ghavam-Nasiri, A.
    El-Zein, A.
    Airey, D.
    Rowe, R. K.
    Bouazza, A.
    GEOSYNTHETICS INTERNATIONAL, 2020, 27 (06) : 593 - 605
  • [37] Geosynthetic clay liners shrinkage under simulated daily thermal cycles
    Sarabadani, Hamid
    Rayhani, Mohammad T.
    WASTE MANAGEMENT & RESEARCH, 2014, 32 (06) : 543 - 550
  • [38] Test and analysis of hydraulic conductivity of geosynthetic clay liners overlap in vertical barrier wall
    Zhan Liang-tong
    Ding Zhao-hua
    Xie Shi-ping
    Li Yu-chao
    He Shun-hui
    ROCK AND SOIL MECHANICS, 2021, 42 (09) : 2387 - +
  • [39] Hydraulic Conductivity of Geosynthetic Clay Liners with Sodium Bentonite to Coal Combustion Product Leachates
    Chen, Jiannan N.
    Benson, Craig H.
    Edil, Tuncer B.
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2018, 144 (03)
  • [40] Long-term hydraulic conductivity of bentonite-polymer geosynthetic clay liners
    Zhao, Hanrui
    Li, Dong
    Tian, Kuo
    GEOTEXTILES AND GEOMEMBRANES, 2024, 52 (04) : 800 - 812