Effects of Height-to-Diameter Ratio in Triaxial Specimens on the Behavior of Cross-Anisotropic Sand /

Effects of Height-to-Diameter Ratio in Triaxial Specimens on the Behavior of Cross-Anisotropic Sand /

The drained stress-strain, volume change, and strength behaviors of sand with cross-anisotropic fabric were studied in triaxial compression tests. Dense specimens with square cross-sections, height-to-diameter (H/D) ratios of 1.0 and 2.5, and lubricated ends were employed. Specimens consisting of re...

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Bibliographic Details
Main Authors: Lade, PV (Author), Wasif, U. (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:
Anisotropic
Boundary condition
Colloids > Structure
Dilation
Failure
Laboratory test
Mechanical properties
Rocks > Testing > Congresses
Rocks > Testing
Sands
Shear strength
Soil mechanics
Soils > Testing
Stress-strain curve
Triaxial test

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