Abstract: The differences in hydraulic conductivity for two geosynthetic clay liners (GCLs) containing different qualities of bentonite are evaluated based on permeation with water and chemical solutions containing 5, 10, 20, 50, 100, and

Abstract: The analogy between Terzaghi’s governing equation for consolidation and Fick’s governing equation for diffusion (i.e., Fick’s second law) is used as the basis for analyzing diffusion of aqueous miscible solutes (e.g., ...

Abstract: Hydraulic conductivity tests were conducted on a geosynthetic clay liner (GCL) for more than

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

Abstract: The objective of this study is to investigate the typical failure mode and to obtain the stress range versus number of cycles to failure (S-N) data of MARK-III type liquefied natural gas ...