Cylindrical cavity expansion in dilatant cohesive-frictional materials

Geotechnique

Volumn 52, Issue 5, 2002, Pages 337-348

  Mantaras F M ^a   Schnaid, F ^a  

^a FEDERAL UNIVERSITY OF RIO GRANDE DO SUL   (Brazil)

Author keywords

Constitutive relations; Fabric structure of soils; Plasticity; Residual soils; Site investigation; Soft rocks

Indexed keywords

DIFFERENTIAL EQUATIONS; PLASTICITY; STRAIN; STRESS ANALYSIS;

PRESSUREMETERS;

FRICTION MATERIALS;

CAVITY; COHESIVE SOIL; CONSTITUTIVE EQUATION; COULOMB CRITERION; DILATANCY; EXPANSION; MOHR THEORY; SOIL STRUCTURE;

EID: 0036622684     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.52.5.337.38710     Document Type: Article

References (33)

1. Plane strain deformation of granular material at low and high pressures
2. The strength and dilatancy of sands
3. On the compressibility and shear strength of natural clays
4. Cavity expansion in cohesive frictional soils
5. An experimental investigation of the mechanical behaviour of a pyroclastic soft rock
6. Cemented sands under static loading
7. The mechanics of cemented carbonate sands
8. The influence of bond strength on the mechanics of carbonate soft rocks
9. On the mechanics of structured sands
10. Rowe's stress-dilatancy relation based on friction
11. Pressuremeter testing in weak rock and cemented sand
12. Analysis of unloading of a pressuremeter in sand
13. Pressuremeter test in sands
14. A framework for the mechanical behaviour of the cemented Corinth marl
15. Evaluation of pressuremeter tests in granular soils
16. The general and congruent effects of structure in natural soils and weak rocks
17. Stress-strain relationships from drained self-boring pressuremeter test in sand
18. Experimental study of anisotropic shear strength of sand by plane strain test
19. The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
20. Stress-dilatancy, earth pressure and slopes
21. Theoretical meaning and observed values of deformation parameters for soil: Stress-strain behaviour of soils
22. Analysis of self-boring pressuremeter (SBPM) and Marchetti dilatometer (DMT) tests in granite saprolites
23. Characterization of cemented sand in triaxial compression
24. Theme lecture: Characterising the pre-failure deformation properties of geomaterials
25. An instrument for the in situ measurement of the properties of soft clays
26. Finite cavity expansion in dilatant soils: Loading analysis