Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand

Soils and Foundations

Volumn 38, Issue 3, 1998, Pages 179-188

  Yoshimine, Mitsutoshi ^a   Ishihara, Kenji ^b   Vargas, William ^c  

^a UNIVERSITY OF TOKYO   (Japan)

^b TOKYO UNIVERSITY OF SCIENCE   (Japan)

^c UNIVERSIDAD DE COSTA RICA   (Costa Rica)

Author keywords

Anisotropy; Consolidated undrained shear; Dilatancy; Liquefaction; Sand; Stress path (IGC: D6)

Indexed keywords

EID: 33745929642     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.38.3_179     Document Type: Article

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