Thermal conductivity of geosynthetic clay liners

Author:

Ali Mohammad Asgar1,Bouazza Abdelmalek2,Singh Rao Martand3,Gates Will P.2,Rowe R. Kerry4

Affiliation:

1. Department of Civil Engineering, 18 Alliance Lane, Monash University, VIC 3800, Australia.

2. Department of Civil Engineering, 23 College Walk, Monash University, VIC 3800, Australia.

3. Department of Civil and Environmental Engineering, 24 AA 02, University of Surrey, Guildford, GU2 7XH, UK.

4. Department of Civil Engineering, Queen’s University, Ellis Hall, Kingston, ON K7L 3N6, Canada.

Abstract

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.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

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