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201215s i eng |
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|a Scalia, Joseph
|e author
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|a Advancing the use of geosynthetic clay liners as barriers
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|a 8 leaves
|b illustrated
|c 30 cm
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|a text
|2 rdacontent
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|a unmediated
|2 rdamedia
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|a volume
|2 rdacarrier
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|a Leaves page:100 - 114
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|a Geosynthetic clay liners (GCLs) are effective barrier materials for liner and cover systems in waste containment applications. Exposure to non-standard chemical solutions can alter the chemical and mechanical properties of both the bentonite and geotextiles comprising a GCL. Considerable advances in laboratory testing and analysis of GCLs have occurred recently in regard to hydraulic conductivity, the existence and persistence of membrane behavior, and long-term shear strength of GCLs evaluated under stress-controlled conditions. The objective of this paper is to present a synopsis of advances in research related to GCLs that is focused on enhancing knowledge of GCLs used as hydraulic and chemical contaminant barriers
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|a Index for volume 49 no.4 (December 2018)
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|a Bentonite
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|a Chemico-osmosis
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650 |
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|a Containment barrier
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|a Enhanced bentonite
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|a Geosynthetic clay liners
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|a Hydraulic conductivity
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650 |
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|a Membrane behavior
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|a Polymerized bentonite
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|a Shear strength
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|a Bareither, Christopher
|e author
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|a Shackelford, Charles D.
|e author
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773 |
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|t Geotechnical engineering
|x 0046-5828
|k volume 49 no.1-4 (March - Disember 2018)
|w 0000000265
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999 |
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|a H/796(62)
|b Journal Article
|c General Collection
|e JKR Library
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