“…Numerous experimental studies have been conducted to investigate the hydraulic and contaminant transport properties of conventional GCLs consisting of loose, granular or powdered Na bentonite held between two geotextiles (e.g., Boardman and Daniel, 1996;Lin and Benson, 2000;Lake and Rowe, 2000;Shackelford et al, 2000;Jo et al, 2001;Malusis and Shackelford, 2002a,b;Shackelford and Lee, 2003;Benson et al, 2010;Lange et al, 2010;Shackelford et al, 2010;Kang and Shackelford, 2011;Rowe and Hosney, 2013;Bouazza and Gates, 2014;Hosney and Rowe, 2014;Liu et al, 2014Liu et al, , 2015Makusa et al, 2014), such as the GCL shown in Fig. 1a.…”