Implications for critical state theory from isotropic compression of sand

Geotechnique

Volumn 50, Issue 4, 2000, Pages 419-429

  Jefferies, M ^a,b   Been, K ^a  

^a GOLDER ASSOCIATES LTD   (Canada)

^b UNIVERSITY OF MANCHESTER   (United Kingdom)

Author keywords

Compressibility; Elasticity; Plasticity; Sands; Stiffness

Indexed keywords

COMPACTION; COMPRESSIBILITY OF SOLIDS; COMPRESSION TESTING; DENSITY (SPECIFIC GRAVITY); PLASTICITY; QUARTZ; SAND; SHEAR DEFORMATION; SOIL TESTING; STIFFNESS; STRESS ANALYSIS;

CRITICAL STATE THEORY; GRAIN CRUSHING; ISOTROPIC COMPRESSION; NORMAL COMPRESSION LOCI (NCL); SHEAR TESTING;

SOIL MECHANICS;

COMPRESSION; CRITICAL STATE; ELASTICITY; ISOTROPY; PLASTICITY; SAND; STIFFNESS;

EID: 0034253972     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2000.50.4.419     Document Type: Article

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