A kinematic hardening constitutive model for sands: the multiaxial formulation

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Bibliographic Details
Published in:International journal for numerical and analytical methods in geomechanics Vol. 23; no. 9; pp. 925 - 965
Main Authors: Gajo, A., Muir Wood, D.
Format: Journal Article
Language:English
Published: Chichester, UK John Wiley & Sons, Ltd 10.08.1999
Wiley
Subjects:
Applied sciences
Buildings. Public works
constitutive model
Exact sciences and technology
Geotechnics
invariants
kinematic hardening
multiaxial space
sand
simple shear
Soil mechanics. Rocks mechanics
state parameter
Constitutive equation
Shear
Sand
Plastic flow
Stress strain relation
Mechanical properties
Multiaxial load
Soil mechanics
Stress path
Hardening
Experimental result
Elastoplasticity
Kinematics
Yield strength
Simulation model
Comparative study
ISSN:0363-9061, 1096-9853
Online Access:Get full text
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Description
Bibliography:ark:/67375/WNG-KM2PM7R8-C
ArticleID:NAG19
istex:82CFBB3C2B7FE9C3E625639008CA166ED9E17373
ISSN:0363-9061
1096-9853
DOI:10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M