Theoretical investigation of the cavity expansion problem based on a hypoplasticity model

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 25, Issue 5, 2001, Pages 473-495

  Osinov, V A ^a   Cudmani, R ^a  

^a UNIVERSITY OF KARLSRUHE   (Germany)

Author keywords

Cavity expansion problem; Cone penetration test; Critical state; Hypoplasticity; Pressuremeter test

Indexed keywords

BOUNDARY VALUE PROBLEMS; EXPANSION; GRANULAR MATERIALS; NUMERICAL ANALYSIS; SOILS; STRAIN; STRESSES;

CONE PENETRATION TEST;

MECHANICS;

SOIL MECHANICS;

CAVITY; CONE PENETRATION TEST; PLASTICITY; PRESSUREMETER;

EID: 0035946439     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.138     Document Type: Article

References (33)

1. The quasi-static expansion of a spherical cavity in metal and ideal soils
2. Expansion of cavities in infinite soil mass
3. Cavity expansion in cohesive frictional soils
4. Finite cavity expansion in dilatant soils: Loading analysis
5. Cavity expansion in sands under drained loading conditions
6. Dimensionless and unbiased CPT interpretation in sand
7. A numerical solution of cavity expansion problem in sand based directly on experimental stress-strain curves
8. Determination of parameters of a hypoplastic constitutive model from properties of grain assemblies
9. A comprehensive constitutive equation for granular materials
10. Calibration of a comprehensive hypoplastic model for granular materials
11. A hypoplastic relation for granular materials with a predefined limit state surface
12. The critical state of sands
13. The steady state of deformation
14. Liquefaction and flow failure during earthquakes
15. In situ sand state from CPT: Evaluation of a unified approach at two CANLEX sites
16. Zur Theorie der Druckverteilung im Baugrund
17. Soil compressibility as determined by oedometer and triaxial tests
18. A five-constant model unifying well-established concepts
19. Compression model for cohesionless soils
20. The cavity expansion problem for the interpretation of cone penetration and pressuremeter tests
21. Cone resistance, relative density and friction angle
22. Interpretation of CPT's and CPTU's. 2nd Part: Drained penetration of sands
23. Interpretation of moduli from self-boring pressuremeter tests in sand
24. Results of CPT's in Toyoura quartz sand
25. Strength and deformation characteristics of sand in plain strain tests at extremely low pressures
26. Strength and deformation characteristics of saturated sand at extremely low pressures