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Publications tagged with [soil plasticity]
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Wright S. G.
,
Zornberg J. G.
et al.
Previous research has shown that cyclic wetting and drying can reduce the shear strength of compacted highly plastic clays to the fully softened shear strength. Consolidated-undrained triaxial testing procedures were used to determine the fully softened ...
Filed under:
Soil Mechanics -
Soil Behavior & Testing
Reference:
Performing Organization Report No. 0- 5202-3
Partial factors have emerged witin limit state design methodology as a means of adjusting parameters so that appropriate values are derived for design calculations. They have become associated with uncertainty, but their proper use in geotechnical engineering ...
Filed under:
Codes and Standards -
Code Related
Reference: