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Publications tagged with [strength]
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The San Andreas fault in California has long been thought to be far weaker than given by the Anderson-Byerlee state because of the lack of a heat-flow anomaly adjacent to the fault as predicted by a steady-state conductive model of frictional heating. Here ...
Filed under:
Earthquake Engineering -
Earthquake Investigation
Reference:
Geology; February 2000; v. 28; no. 2; p. 163-166;
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
Stark T. D.
,
Arellano D.
et al.
The paper describes a slope failure involving an unreinforced geosynthetic clay liner (GCL) in a municipal solid waste (MSW) landfill liner system. The precise mechanism for the shear movement of the interim slope is not known. However, the significant damage ...
Filed under:
Soil Mechanics -
Geosynthetics & Soils
Reference:
Geosynthetics International, Vol 5, No 5, pp 521- 544
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.
Filed under:
Soil Mechanics -
Soil Improvement
Reference:
Geosynthetics International, Vol 4, No 6, pp 645 - 659