Three-dimensional elasto-plastic model for unsaturated compacted soils with different initial densities

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 27, Issue 12, 2003, Pages 1079-1098

  Sun, D A ^a   Matsuoka, H ^a   Cui, H B ^a   Xu, Y F ^b  

^a NAGOYA INSTITUTE OF TECHNOLOGY   (Japan)

^b SHANGHAI JIAO TONG UNIVERSITY   (China)

Author keywords

Collapse; Compacted soil; Constitutive relations; Density dependency; Triaxial test; Unsaturated soil

Indexed keywords

CLAY; ELASTOPLASTICITY; SOILS; STRAIN; STRESSES;

SUCTION-CONTROLLED TRIAXIAL TESTS;

GEOPHYSICS;

COMPACTION; ELASTOPLASTICITY; SOIL MECHANICS; TRIAXIAL TEST; UNSATURATED MEDIUM;

EID: 0141923472     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.313     Document Type: Article

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