A theory of finite elastic consolidation

International Journal of Solids and Structures

Volumn 13, Issue 5, 1977, Pages 467-478

  Carter, J P ^a   Small, J C ^a   Booker, J R ^a  

^a UNIVERSITY OF SYDNEY   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

ELASTICITY; FLOW OF FLUIDS; FOUNDATIONS - SOIL; MATHEMATICAL MODELS;

POROUS ELASTIC SOILS;

SOILS;

EID: 0017416305     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/0020-7683(77)90041-5     Document Type: Article

References (23)

1. General theory of three-dimensional consolidation
2. Consolidation settlement under a rectangular load distribution
3. Consolidation des sols (etude mathematique)
4. Plane strain and axially symmetric problems of the consolidation of a semi-infinite clay stratum
5. Displacement functions and linear transforms applied to diffusion through porous elastic media
6. The consolidation settlement of a load uniformly distributed over a rectangular area
7. Plane strain and axially symmetric consolidation of a clay layer on a smooth impervious base
8. Finite element analysis of seepage in elastic media
9. Plane strain consolidation by finite elements
10. On solutions of plane strain consolidation problems by finite element methods
11. A numerical method for the solution of Biot's consolidation theory
12. An investigation of the stability of numerical solutions of Biot's equations of consolidation
13. The theory of one dimensional consolidation of saturated clays
14. Theory of consolidation for clays
15. The one-dimensional consolidation of columns of soil of finite length
16. Finite element analysis of large strains in soils
17. Elastic-plastic large deformation response of clay to footing loads
18. An elementary discussion of definitions of stress rate