Effects of initial fabric and shearing direction on cyclic deformation characteristics of sand

Soils and Foundations

Volumn 42, Issue 1, 2002, Pages 147-157

  Chaudhary, Sushil K ^a   Kuwano, Jiro ^a   Hashimoto, Satoshi ^b   Hayano, Yutaka ^c   Nakamura, Yuhei ^a  

^a TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

^b Kumagai Gumi Co   (Japan)

^c Japan Research Institute   (Japan)

Author keywords

Damping ratio; Deformation; Repeated load; Sand; Shear modulus; Special shear test; Torsion (IGC: D6 D7)

Indexed keywords

CYCLIC LOADS; DAMPING; ELASTIC MODULI; HYSTERESIS; SHEAR DEFORMATION; STRAIN; TORSIONAL STRESS;

CYCLIC DEFORMATION; DAMPING RATIO; REPEATED LOAD; SPECIAL SHEAR TEST; TORSION (IGC: D6/D7);

SAND;

EID: 0742302045     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.42.147     Document Type: Article

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