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SHEAR BEHAVIOR OF AN UNREINFORCED GEOSYNTHETIC CLAY LINERS (1997)
Dry and hydrated specimens of an unreinforced geomembrane - backed geosynthetic clay liner were sheared against a textured geomembrane using a torsional ring shear apparatus to study the shear behavior of geomembrane encapsulated bentonite.
Reference:
Geosynthetics International, Vol 4, No 6, pp 645 - 659
Geosynthetics International, Vol 4, No 6, pp 645 - 659
Organization:
University of Ilinois, USA
USA
University of Ilinois, USA
USA
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