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RISDiscussion of “Assessment of the Liquefaction Susceptibility of Fine-Grained Soils” by Jonathan D. Bray and Rodolfo B. Sancio
Publisher: American Society of Civil Engineers
Closure to “Hydraulic Conductivity of Desiccated Geosynthetic Clay Liners” by B. Tom Boardman and David E. Daniel
Publisher: American Society of Civil Engineers
Hydraulic Conductivity of Desiccated Geosynthetic Clay Liners
Publisher: American Society of Civil Engineers
Abstract: Large-scale tests were performed to determine the effect of a cycle of wetting and drying on the hydraulic conductivity of several geosynthetic clay liners (GCLs). The GCLs were covered with 0.6 m of pea gravel and permeated ...
Geosynthetic Clay Liners Subjected to Differential Settlement
Publisher: American Society of Civil Engineers
Abstract: 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 ...