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Publications by [Doerfler C. K.]
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Eid H.T.
,
Stark T. D.
et al.
Torsional ring shear tests were performed to evaluate the effect of shear displacement rate on the internal shear strength of a needle-punched geosynthetic clay liner (GCL) under different normal stresses. The test results suggest that the internal shear strength ...
Filed under:
Soil Mechanics -
Geosynthetics & Soils
Reference:
Geosynthetics International, Vol 6, No 3, pp 219-239, 1999