The behaviour of geosynthetic clay liners (GCLs) as part of a physical-environmental system
is examined. Consideration is given to:(a) both the physical and hydraulic interactions with …

The hydration and subsequent hydraulic performance of geosynthetic clay liners (GCLs)
depend on the water-retention curve (WRC) of the GCL. Because of the inherent difficulty in …

Accelerated aging tests to evaluate the depletion of antioxidants from a high density
polyethylene geomembrane are described. The effects of temperature, high pressure, and …

An overview of the design and performance of geosynthetics in composite barrier systems
for biopiles used to remediate hydrocarbon-contaminated soil at Casey Station, Antarctica, is …

An analytical solution is developed to predict the performance of composite liners consisting
of a geomembrane (GM) and a compacted clay liner (CCL) or a GM and a geosynthetic clay …

The results of an accelerated aging test program to evaluate the effect of thickness on the
depletion of antioxidants from high-density polyethylene (HDPE) geomembranes and …

A method to record the shape, size, and spacing of gravel contacts that act on a
geomembrane from an overlying granular drainage layer is presented. The gravel contacts …

This paper examines the hydration/dehydration behaviour of geosynthetic clay liner (GCL)
under polar conditions for four simulated conditions experienced at Australia's Casey Station …

The physical response of a 1.5-mm-thick, high-density polyethylene geomembrane (GM) is
reported when placed on top of a needle-punched geosynthetic clay liner (GCL), buried …

The potential for using geosynthetic clay liners (GCLs) to mitigate metal mobility is
dependent, in part, on consideration of its effectiveness as a diffusive barrier. In this context …