Large strain and dilatancy effects in pressuremeter

Journal of Geotechnical Engineering

Volumn 110, Issue 3, 1984, Pages 421-436

  Selvadurai, A Patrick S ^a  

^a CARLETON UNIVERSITY   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

PRESSURE MEASUREMENT; SOIL MECHANICS; STRESSES - STRAIN;

SOILS;

EID: 0021644531     PISSN: 0733-9410     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9410(1984)110:3(421)     Document Type: Article

References (29)

1. Baguelin, F., et al., “Expansion of Cylindrical Probes in Cohesive Soils,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 98, 1972, pp. 1129–1142.
2. Baguelin, F., Jezequel, J.-F., and Shields, D. H., The Pressuremeter and Foundation Engineering, Trans. Tech. Publ., Clausthal, West Germany, 1978.
3. Banerjee, P. K., and Stipho, A. S., “Associated and Non-Associated Con stitutive Relations for Undrained Behaviour of Isotropic Soft Clays,” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 2, 1978, pp. 35–36.
4. Carter, J. P., Randolph, M. F., and Wroth, C. P., “Stress and Pore Pressure Changes in Clay During and After the Expansion of a Cylindrical Cavity,” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 3, 1979, pp. 305–322.
5. Gibson, R. E., and Anderson, W. F., “In Situ Measurement of Soil Properties with the Pressuremeter,” Civil Engineering and Public Works Review, Vol. 56, 1961, pp. 615–618.
6. Green, A. E., and Zerna, W., Theoretical Elasticity, Clarendon Press, Oxford, England, 1968.
7. Green, A. E., and Adkins, J. E., Large Elastic Deformations and Nonlinear Continuum Mechanics, Clarendon Press, Oxford, England, 1971.
8. Hughes, J. M. O., Wroth, C. P., and Windle, D., “Pressuremeter Tests in Sand,” Geotechnique, Vol. 27, 1977, pp. 455–477.
9. Jaunzemis, W., Continuum Mechanics, Macmillan, New York, N.Y., 1967.
10. Jewell, R. J., Fahey, M., and Wroth, C. P., “Laboratory Studies of the Pressuremeter Test in Sand,” Geotechnique, Vol. 30, 1980, pp. 507–531.
11. Ladanyi, B., “Evaluation of Pressuremeter Tests in Granular Soils,” Proceedings of the 2nd Pan American Conference on Soil Mechanics and Foundation Engineering, Vol. 1, 1963, pp. 3–20.
12. Ladanyi, B., “Expansion of a Cavity in a Saturated Clay Medium,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 89, 1963, pp. 127–161.
13. Ladanyi, B., “In Situ Determination of Undrained Stress-Strain Behaviour of Sensitive Clays with the Pressuremeter,” Canadian Geotechnical Journal, Vol. 9, 1972, pp. 313–319.
14. Laier, J. E., Schmertmann, J. H., and Schaub, J. H., “Effect of Finite Pressuremeter Length on Dry Sand,” Proceedings of the ASCE Specialty Conference on In Situ Testing, Raleigh, N.C., Vol. 1, 1975, pp. 241–259.
15. Livneh, M., Gellert, M., and Uzan, S., “Determination of the Elastic Modulus of Soil by the Pressuremeter Interpretation of the Pressuremeter Test-Theoretical Background,” Journal of Materials, Vol. 6, 1971, pp. 348–355.
16. Palmer, A. C., “Undrained Plane Strain Expansion of a Cylindrical Cavity in Clay. A. Simple Interpretation of the Pressuremeter Test,” Geotechnique, Vol. 22, 1972, pp. 451–457.
17. Palmer, A. C., and Mitchell, R. J., “Plane Strain Expansion of a Cylindrical Cavity in Clay,” Stress-Strain Behaviour of Soils, R. H. G. Parry, ed., Foulis, Henley-on-Thames, 1972, pp. 588–599.
18. Prevost, J.-H., and Hoeg, K., “Analysis of Pressuremeter in Strain-Softening Soil,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 101, 1975, pp. 717–732.
19. Rivlin, R. S., “Large Elastic Deformation of Isotropic Materials VI.—Further Results in the Theory of Torsion, Shear and Flexure,” Philosophical Transactions of the Royal Society, Series A, Vol. 242, 1949, pp. 173–195.
20. Rivlin, R. S., and Ericksen, J. L., “Stress-Deformation Relations for Isotropic Materials,” Journal for Rational Mechanics and Analysis, Vol. 4, 1955, pp. 323–425.
21. Rivlin, R. S., “Some Topics in Finite Elasticity,” Structural Mechanics, Proceedings of the 2nd Symposium on Naval Structural Mechanics, J. N. Goodier and N. J. Hoff, eds., Pergamon Press, Oxford, England, 1960, pp. 169–189.
22. Selvadurai, A. P. S., and Spencer, A. J. M., “Second-Order Elasticity with Axial Symmetry; I.—General Theory,” International Journal of Engineering Science, Vol. 10, 1972, pp. 97–114.
23. Smith, I. M., “Incremental Numerical Analysis of a Simple Deformation Problem in Soil Mechanics,” Geotechnique, Vol. 20, 1970, pp. 357–372.
24. Smith, I. M., and Kay, S., “Stress Analysis of Contractive or Dilative Soil,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 97, 1971, pp. 981–997.
25. Spencer, A. J. M., “The Static Theory of Finite Elasticity,” Journal of the Institute of Mathematics and Its Applications, Vol. 6, 1970, pp. 164–200.
26. Truesdell, C., and Noll, W., “The Non-linear Field Theories of Mechanics,” Encyclopaedia of Physics, Vol. 3/3, Springer-Verlag, Berlin, 1965.
27. Vesic, A. S., “Expansion of Cavities in Infinite Soil Mass,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 98, 1972, pp. 265–290.
28. Wroth, C. P., “In Situ Measurement of Initial Stresses and Deformation Characteristics,” Proceedings of the ASCE Specialty Conference on In Situ Measurement of Soil Properties, Raleigh, N.C., Vol. 2, 1975, pp. 181–231.
29. Wroth, C. P., and Windle, D., “Analysis of the Pressuremeter Test Allowing for Volume Change,” Geotechnique, Vol. 25, 1975, pp. 598–604.