Effects of stress rotation and changes of 6-values on cross-anisotropic behavior of natural, K0-consolidated soft clay

Soils and Foundations

Volumn 40, Issue 6, 2000, Pages 93-105

  Lade, Poul V ^a   Kirkgard, Mark M ^b  

^a AALBORG UNIVERSITY   (Denmark)

^b Law/Crandall   (United States)

Author keywords

Anisotropy; Clay; Consolidated undrained shear; Cross anisotropic; Failure; Shear strength; Torsion (IGC: D6)

Indexed keywords

EID: 23644450936     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.40.6_93     Document Type: Article

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