Effects of superimposing cyclic shear stress on the undrained behavior of saturated sand under monotonic loading

Soils and Foundations

Volumn 38, Issue 4, 1998, Pages 115-127

  Meneses, Jorge ^c   Ishihara, Kenji ^a   Towhata, Ikuo ^b  

^a TOKYO UNIVERSITY OF SCIENCE   (Japan)

^b UNIVERSITY OF TOKYO   (Japan)

^c NONE

Author keywords

Liquefaction; Pore pressure; Sandy soil; Shear strength; Stress strain relation; Undrained shear (IGC: D7)

Indexed keywords

EID: 0000916732     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.38.4_115     Document Type: Article

References (21)

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