Undrained monotonic and cyclic shear behaviour of sand under low and high confining stresses

Soils and Foundations

Volumn 42, Issue 3, 2002, Pages 63-76

  Hyodo, Masayuki ^a   Hyde, Adrian F L ^b   Aramaki, Noritaka ^c   Nakata, Yukio ^a  

^a YAMAGUCHI UNIVERSITY   (Japan)

^b UNIVERSITY OF SHEFFIELD   (United Kingdom)

^c SOJO UNIVERSITY   (Japan)

Author keywords

Compression; Cyclic shear; High confining pressure; Liquefaction; Monotonic shear; Particle breakage; Sand; Triaxial test; Undrained (IGC: D6 D7)

Indexed keywords

ANISOTROPY; DYNAMIC LOADS; PHASE TRANSITIONS; SHEAR STRESS; YIELD STRESS;

LOADING TESTS; MONOTONIC AND CYCLIC BEHAVIOR; PARTICLE CRUSHING; SURFACE AREA;

SILICA SAND;

EID: 2342439216     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.42.3_63     Document Type: Article

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