Finite strain, anisotropic modified Cam clay model with plastic spin. II: Application to Piezocone test

Journal of Engineering Mechanics

Volumn 126, Issue 10, 2000, Pages 1020-1026

  Voyiadjis, George Z ^a,b   Song, Chung R ^b  

^a ASCE ^*  (United States)

^b LOUISIANA STATE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPIC MODIFIED CAM CLAY MODEL (AMCC); PIEZOCONE TEST; PLASTIC SPINS;

ANISOTROPY; CLAY; MATHEMATICAL MODELS; PORE PRESSURE; STRAIN;

SOIL MECHANICS;

CAM-CLAY MODEL;

EID: 0034302276     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2000)126:10(1020)     Document Type: Article

References (12)

1. Theory of elasticity and consolidation for a porous anisotropic solid
2. Corotational rates for kinematic hardening at large plastic deformations
3. A missing link in the macroscopic constitutive formulation of large plastic deformation
4. Plastic spin: Necessity or redundancy?
5. A large strain theory and its application in the analysis of the cone penetration mechanism
6. Stress analysis for anisotropic hardening in finite-deformation plasticity
7. Consolidation after undrained piezocone penetration. I: Prediction
8. Mechanics of continuous porous media
9. Coupled theory of mixtures for clayey soils
10. Soil deformations around the piezocone using the coupled theory of mixtures
11. Finite strain, anisotropic modified Cam clay model with plastic spin. I: Theory