Utilization of Waste Clay from Boron Production in Bituminous Geosynthetic Barrier (GBR-B) Production as Landfill Liner

Table 1

Geotechnical properties of CW.

Water content, %	Specific weight, g/cm^3	Liquid limit, %	Plastic limit, %	Plasticity index, %	Optimum water content, %	Unconfined compressive strength, kg/cm^2	Hydraulic conductivity, m/s	Swelling potential, %
39.2	2.77	58	30	28	33	2.16	3.5 × 10^−11	10.4