A semi-analytical finite element method for three-dimensional consolidation analysis

Computers and Geotechnics

Volumn 28, Issue 1, 2001, Pages 55-78

  Taiebat, H A ^a   Carter, J P ^a  

^a UNIVERSITY OF SYDNEY   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

CONSOLIDATION; FINITE ELEMENT METHOD; LOADING; PILE RESPONSE;

CONSOLIDATION; ELASTOPLASTICITY; FINITE ELEMENT METHOD; MATHEMATICAL MODELS;

DISCRETE FOURIER SERIES; MODAL EQUATIONS;

SOIL MECHANICS;

EID: 0034746394     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-352X(00)00019-7     Document Type: Article

References (17)

1. Structural analysis of axi-symmetric solids
2. Laterally loaded pile in cohesionless soil
3. Plastic (or visco-plastic) behaviour of axi-symmetric bodies subjected to non-symmetric loading, semi-analytical finite element solution
4. Consolidation of axi-symmetric bodies subjected to non-axi-symmetric loading
5. Application of discrete Fourier series to the finite element stress analysis of axi-symmetric solids
6. Semi-analytical finite element technique for the consolidation of elasto-plastic axi-symmetric media
7. General theory of three dimensional consolidation
8. Finite element analysis of seepage in elastic media
9. Plane strain consolidation by finite elements
10. Finite element analysis of primary and secondary consolidation
11. An investigation of the stability of numerical solutions of Biot's equations of consolidation
12. Numerical performance of some finite element schemes for analysis of seepage in porous elastic media
13. An accuracy condition for consolidation by finite elements
14. An investigation of numerical errors in the analysis of consolidation by finite elements