Consequences of deviatoric normality in plasticity with isotropic strain hardening

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 6, Issue 3, 1982, Pages 383-390

  Baker, R ^a   Desai, C S ^b  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

^b UNIVERSITY OF ARIZONA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

MATERIALS SCIENCE;

SOILS;

EID: 0020336461     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.1610060308     Document Type: Article

References (14)

1. On the solution of plane strain problems for non‐associative soils
2. Concepts of path independence and material stability for soils
3. The yielding behaviour of particulate media
4. Yielding and flow of sand in triaxial compression: Part I
5. Yielding and flow of sand in triaxial compression: Parts 2 and 3
6. Elasto plastic stress‐strain theory for cohesionless soil
7. Yield and failure of clay under triaxial stress
8. On formulation of stress‐strain relations for soils at failure
9. Some extremum principles in irreversible thermodynamics
10. Non‐associated flow laws in plasticity
11. A concept of correction functions to account for non‐associative characteristics of geologic media
12. A general basis for yield, failure and potential functions in plasticity