Undrained shear characteristics of saturated sand under anisotropic consolidation

Soils and Foundations

Volumn 41, Issue 1, 2001, Pages 1-11

  Kato, Susumu ^a   Ishihara, Kenji ^b   Towhata, Ikuo ^c  

^a UNIVERSITY OF THE RYUKYUS   (Japan)

^b TOKYO UNIVERSITY OF SCIENCE   (Japan)

^c UNIVERSITY OF TOKYO   (Japan)

Author keywords

Anisotropic consolidation; Sand; Steady state; Triaxial compression test; Undrained shear (IGC: D6 D3)

Indexed keywords

EID: 24044438951     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.41.1     Document Type: Article

References (18)

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