Hydraulic conductivity of GCL overlap permeated with saline solutions

Hydraulic conductivity of the overlap region of two needle-punched sodium bentonite (Na-B) geosynthetic clay liners (GCLs) permeated with CaCl2 solutions under confining stresses of 20, 100, 250, and 500 kPa were evaluated. One of the GCLs consisted of a uniform layer of Na-B encapsulated between a nonwoven (NW) and a woven (W) geotextile, and the other one consisted of NW geotextiles on both sides. Supplemental bentonite was placed within the overlap region. Experiments were conducted with 10, 20, and 50 mM CaCl2 solutions representing dilute and aggressive leachates. The results indicate that in most of the scenarios there is a possibility that the flow is not completely vertical (meaning flow passes through the overlap region horizontally). As the confining stress increased, the horizontal flow through the overlap region for GCLs reduced effectively when permeated with deionized water and 10 mM CaCl2 solution, whereas the reduction of horizontal flow was limited to 20 mM and 50 mM CaCl2 solutions.

Automated summary

The hydraulic conductivity of two overlapped needle-punched sodium bentonite (Na-B) geosynthetic clay liners (GCLs) under different confining stresses and permeated with CaCl2 solutions was investigated. The results showed that the flow through the overlap region was not completely vertical in most cases. The horizontal flow through the overlap region reduced significantly with higher confining stresses and lower concentration of CaCl2 solutions.