Consolidation models for the incremental oedometric tests

Acta Technica CSAV (Ceskoslovensk Akademie Ved)

Volumn 108, Issue 46, 2001, Pages 369-398

  Imre, E ^a  

^a INSTITUTE OF EXPERIMENTAL MEDICINE   (Hungary)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; COMPRESSION TESTING; CONSOLIDATION; DIFFERENTIAL EQUATIONS; MATHEMATICAL MODELS; PORE PRESSURE; STIFFNESS; STRESS ANALYSIS; TENSORS;

INCREMENTAL OEDOMETRIC TESTS;

SOIL TESTING;

EID: 14344279067     PISSN: 00017043     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (15)

1. On solutions of plane strain consolidation problems by finite element methods
2. General theory of three dimensional consolidation
3. Theory of elasticity and consolidation for porous anisotropic solid
4. General solutions of the equations of elasticity and consolidation for a porous material
5. Multistage oedometric relaxation test
6. Model discrimination for the oedometric relaxation test
7. Model discrimination for conventional step-loaded oedometric test
8. Evaluation of oedometric relaxation test data
9. Evaluation of quick multistage oedometric relaxation tests
10. Stress-strain rate relations for the compressibility of sensitive natural clays
11. Some conditions under which Biot's equations of consolidation reduce to the Terzaghi's equation
12. Differential equations of mathematical physics