Influence of Specimen Preparation Techniques and Testing Procedures on Undrained Steady State Shear Strength /

Influence of Specimen Preparation Techniques and Testing Procedures on Undrained Steady State Shear Strength /

Results are presented for four series of isotropically consolidated undrained triaxial shear tests conducted on recompacted specimens of Banding Sand. Specimen preparation procedures and the method of loading were varied to determine their effect on the undrained steady state strength of the sand an...

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Bibliographic Details
Main Author: Dennis, ND (Author)
Corporate Authors: Advanced Triaxial Testing of Soil and Rock Louisville, Kentucky, ASTM International, American Society for Testing and Materials
Format: Conference Proceeding Book
Language:English
Published: West Conshohocken, Pa. : ASTM International, 1988
Subjects:
Colloids > Structure
Compacting
Critical void ratio
Liquefaction
Rocks > Testing > Congresses
Rocks > Testing
Soils > Testing
Specimen preparation
Steady state strength
Triaxial test
Compaction

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