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Hydraulic Performance of Geosynthetic Clay Liners in a Landfill Final Cover
Publisher: American Society of Civil Engineers
Abstract: Percolation from a landfill final cover containing a geosynthetic clay liner (GCL) as the hydraulic barrier is described. The GCL was covered with
Long-Term Hydraulic Conductivity of a Geosynthetic Clay Liner Permeated with Inorganic Salt Solutions
Publisher: American Society of Civil Engineers
Abstract: Hydraulic conductivity tests were conducted on a geosynthetic clay liner (GCL) for more than
Correlating Index Properties and Hydraulic Conductivity of Geosynthetic Clay Liners
Publisher: American Society of Civil Engineers
Abstract: Three index properties (liquid limit, sedimentation volume, and swell index) of two sodium bentonites from geosynthetic clay liners (GCLs) are correlated with the hydraulic conductivity
Hydraulic Conductivity and Swelling of Nonprehydrated GCLs Permeated with Single-Species Salt Solutions
Publisher: American Society of Civil Engineers
Abstract: The influence of single-species salt solutions of various concentration, cation valence, and pH on swelling and hydraulic conductivity of nonprehydrated GCLs was examined. At similar concentration, swell was largest with ...