Description of soil anisotropy based on multi-laminate framework

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 25, Issue 2, 2001, Pages 197-206

  Pietruszczak, S ^a   Pande, G N ^b  

^a MCMASTER UNIVERSITY   (Canada)

^b SWANSEA UNIVERSITY   (United Kingdom)

Author keywords

Fabric; Inherent anisotropy; Plasticity

Indexed keywords

ANISOTROPY; COULOMB CRITERION; FAILURE ANALYSIS; SOIL MECHANICS;

EID: 0035097809     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.125     Document Type: Article

References (15)

1. Some deviations from isotropy in a lightly overconsolidated clay
2. Three-dimensional behaviour of sand with anisotropic fabric
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5. Effect of principal consolidation stress difference on undrained shear strength
6. Testing of anisotropic clay soils
7. The strength of one-dimensionality consolidated clays
8. New developments in field and laboratory testing of soils. Theme lecture
9. Equilibre limite des sols anisotropes
10. Formulation of anisotropic failure criteria incorporating a microstructure tensor
11. On failure criteria for anisotropic cohesive-frictional materials
12. Multilaminate model of clays - A numerical evaluation of the influence of rotation of principal stress axes
13. Multilaminate framework of soil models - Plasticity formulation
14. The multilaminate framework of models for rock and soil masses
15. Criterion for strain localization based on multilaminate framework