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Consolidation of a Geosynthetic Clay Liner under Isotropic States of Stress
Publisher: American Society of Civil Engineers
Abstract: The consolidation behavior of a geosynthetic clay liner (GCL) was evaluated by consolidating duplicate specimens of the GCL in a flexible-wall cell to a final effective stress,
Membrane Behavior of Compacted Clay Liners
Publisher: American Society of Civil Engineers
Abstract: The containment function of clay barriers used for waste containment applications (e.g., landfills) can be enhanced if such clays exhibit membrane behavior or the ability to restrict the migration of solutes (e.g., ...
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