Kinematic hardening plasticity formulation of small strain behaviour of soils

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 24, Issue 9, 2000, Pages 753-781

  Puzrin, A M ^a   Burland, J B ^b,c  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

^b IMPERIAL COLLEGE LONDON   (United Kingdom)

^c Department of Soil Mechanics ^*

Author keywords

Anisotropy; Constitutive relations; Elasticity; Plasticity; Stiffness; Stress history

Indexed keywords

COMPRESSION TESTING; CONSOLIDATION; DEFORMATION; HARDENING; KINEMATICS; LOADS (FORCES); MATHEMATICAL MODELS; NUMERICAL METHODS; PLASTICITY; STIFFNESS; STRAIN RATE; YIELD STRESS;

KINEMATIC HARDENING PLASTICITY FORMULATION; PLASTIC LOADING CONDITIONS; STRESS HISTORY;

SOIL MECHANICS;

HARDENING; KINEMATICS; MODELING; PLASTICITY; SOIL MECHANICS; STRAIN ANALYSIS;

EID: 0034632925     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/1096-9853(20000810)24:9<753::AID-NAG97>3.0.CO;2-2     Document Type: Article

References (39)

1. Effects of various parameters on the stiffness and damping of soils at small to medium strains
2. Remarks on the stiffness at small strains of six Italian clays
3. One perspective of the pre-failure deformation characteristics of some geomaterials
4. Stiffness of hard soils and soft rocks in engineering applications
5. Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction
6. Small is beautiful-the stiffness of soil at small strains
7. An approach to the prediction of ground movements in engineering practice
8. The influence of pre-failure soil stiffness on the numerical analysis of tunneling
9. Evaluation of material properties
10. On description of anisotropic hardening
11. On a class of models for the yielding behaviour of continuous and composite systems
12. An anisotropic hardening model for soils and its application to cyclic loading
13. Plasticity theory for soil stress-strain behaviour
14. Two- and three-surface models of plasticity
15. An experimentally based 'bubble' model for clay
16. Modeling small strains for analysis in geotechnical engineering
17. Application of anisotropic elastoplastic deformation of soils
18. The effect of high pore water pressures on the mechanical behaviour of sediments
19. Investigations of pile-soil behaviour with special reference to the foundations of offshore structures
20. Some observations of the kinematic nature of soil stiffness
21. Small strain stiffness under generalized stress changes
22. A non-linear elastic model for overconsolidated clay based on strain energy
23. Anisotropic elasticity of a natural clay
24. Stiffness determination and deformation analysis for a trial excavation in Oxford Clay
25. Non-linear model of small-strain behaviour of soils
26. A logarithmic stress-strain function for rocks and soils
27. Elastoplastic and viscoplastic constitutive models for soils with application to cyclic loading
28. Elasticity of particulate materials
29. Design parameters from theory to practice
30. Measurement of shear deformation of geomaterials in laboratory
31. On the generalized stress-strain behaviour of 'wet' clay
32. The effect of the plastic potential in boundary value problems involving plane strain deformation
33. Evaluation of a constitutive model for overconsolidated clays
34. A practical two-surface plasticity theory
35. A model of non-linearly hardening materials for complex loadings
36. Numerical analysis of the Leaning Tower of Pisa
37. Evaluation of the constitutive model for small strain behaviour of overconsolidated clays
38. The yielding of Bothkennar clay