Non-linear soil model with various strain levels and its application to axisymmetric excavation problem

Soils and Foundations

Volumn 39, Issue 4, 1999, Pages 111-119

  Goto, Satoshi ^a   Burland, John B ^b   Tatsuoka, Fumio ^c  

^a UNIVERSITY OF YAMANASHI   (Japan)

^b IMPERIAL COLLEGE LONDON   (United Kingdom)

^c UNIVERSITY OF TOKYO   (Japan)

Author keywords

(Non linearity); (Soft rock); (Strain level); Constitutive equation of soil; Drained shear; Excavation; Laboratory test; Plane strain; Sand; Stress strain curve; Triaxial compression test (IGC: D6)

Indexed keywords

EID: 0010023650     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.39.4_111     Document Type: Article

References (10)

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