Experimental behaviour and modelling of an unsaturated compacted soil

Canadian Geotechnical Journal

Volumn 37, Issue 4, 2000, Pages 748-763

  Rampino, C ^a   Mancuso, C ^a   Vinale, F ^a  

^a Presidenza del Consiglio dei Min   (Italy)

Author keywords

Constitutive model; Oedometer tests; Stress state variables; Triaxial tests; Unsaturated soils

Indexed keywords

COMPRESSIBILITY OF SOLIDS; DAMS; ELASTOPLASTICITY; MATHEMATICAL MODELS; SHEAR STRENGTH; SOIL MECHANICS; STIFFNESS; STRESS ANALYSIS;

UNSATURATED COMPACTED SOIL;

SAND;

COMPACTION; DAM CONSTRUCTION; FILL; SOIL MECHANICS; STRESS MEASUREMENT; TRIAXIAL TEST; UNSATURATED MEDIUM;

EID: 0034253136     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t00-004     Document Type: Article

References (43)

1. Modelling expansive soil behaviour
2. Special problem soils. General report
3. A constitutive model for partially saturated soils
4. 3) (D1557)
5. The experimental study of partly saturated soil in triaxial apparatus
6. A hydraulic apparatus for controlled stress path testing
7. Yielding and plastic behaviour of an unsaturated compacted silt
8. Un nouvel appareil triaxial pour les sols non-satures
9. Review of collapsing soils
10. Suction controlled penetration and shear tests
11. Constitutive relations for volume changes in unsaturated soils
12. Stress state variables for unsaturated soils
13. The shear strength of unsaturated soils
14. The relationship of the unsaturated soil shear strength to the soil-water characteristic curve
15. Yielding of a remoulded sandy silt in saturated and unsaturated states
16. An investigation of pore-water pressure in compacted cohesive soils
17. Nor sand: A simple critical state model for sand
18. Technical note - plastic work and isotropic softening in unloading
19. Limitations to the effective stresses on partly saturated soils
20. A guide to construction on or with materials exhibiting additional settlement due to 'collapse' of grain structure
21. Un modelo elasto-plastico para suelos no saturados
22. Stress-strain behaviour of partially saturated soils
23. The influence of stress-path in the collapse-swelling of soils at the laboratory
24. Preparing testing specimen using under compaction
25. Stiffness measurements on an unsaturated high plasticity clay using bender elements
26. Volume change characteristics of partially saturated soils
27. A constitutive model for soil under monotonic and cyclic loading
28. Comportamento meccanico di una sabbia limosa ed argillosa costipata parzialmente satura
29. Laboratory testing on an unsaturated soil: Equipment, procedures, and first experimental results
30. Mechanical behaviour of an unsaturated dynamically compacted silty sand
31. Comportamento di un limo sabbioso ed argilloso costipato ed addizionato con bentonite
32. A critical state framework for unsaturated soil
33. The soil-water characteristics of sand-bentonite mixtures used for liners and covers
34. On yielding behaviour of an unsaturated sand-bentonite mixture
35. Model for the prediction of shear strength with respect to soil suction
36. Comportamento meccanico di una sabbia limosa parzialmente satura: Sperimentazione e simulazione numerica
37. Inclusion of specific water volume within an elasto-plastic model for unsaturated soil
38. State of the art report. Constitutive modelling
39. Development and application of a critical state model for unsaturated soil
40. An elasto-plastic critical state framework for unsaturated soil
41. A new one-dimensional consolidation test
42. Capillary effects on dynamic modulus of sands and silts
43. Capillary effects on shear modulus at high strains