Geosynthetic clay liners subjected to differential settlement
Journal Article
·
· Journal of Geotechnical and Geoenvironmental Engineering
- Golder Associates, Mt. Laurel, NJ (United States)
- Univ. of California, Berkeley, CA (United States). Dept. of Civil Engineering
- GeoSyntec Consultants, Huntington Beach, CA (United States)
- Univ. of Illinois, Urbana, IL (United States). Civil Engineering Dept.
Geosynthetic clay liners (GCLs), which consist of a thin layer of bentonite attached to one or more geosynthetic materials, are receiving increased use as low-permeability barrier layers in waste-containment systems. Tests were performed in tanks to measure the hydraulic conductivity of GCLs that were subjected to differential settlement. In most cases the GCLs maintained a hydraulic conductivity of 1 {times} 10{sup {minus}7} cm/s or less when subjected to tensile strains of 1{minus}> 10%, depending on the material and test conditions. Overlapped GCL panels maintained their hydraulic integrity despite in-plane slippage of up to 25--100 mm. In general, the ability of GCLs to withstand differential settlement appears to be greater than that of compacted clay liners, but less than that of geomembranes. GCLs are a promising barrier material for situations in which differential settlement is expected, for example, in landfill final covers.
- Sponsoring Organization:
- USDOE
- OSTI ID:
- 506015
- Journal Information:
- Journal of Geotechnical and Geoenvironmental Engineering, Journal Name: Journal of Geotechnical and Geoenvironmental Engineering Journal Issue: 5 Vol. 123; ISSN 1090-0241; ISSN JGGEFK
- Country of Publication:
- United States
- Language:
- English
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