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Hydraulic Performance of Geosynthetic Clay Liners (GCLs) in Containment of Brine and Landfill Applications
The interface transmissivity (θ) and hydraulic conductivity (k) of conventional and multicomponent geosynthetic clay liners (GCLs) were examined for a range of normal stresses (i.e., 10 kPa, 25 kPa, 50 kPa and 150 kPa) ...