Undrained anisotropy of Ko-consolidated silt

Canadian Geotechnical Journal

Volumn 37, Issue 1, 2000, Pages 178-200

  Zdravkovic, Lidija ^a   Jardine, Richard J ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Anisotropy; Bounding surface; Hollow cylinder; K0 consolidation; Silt

Indexed keywords

ANISOTROPY; CONSOLIDATION; MECHANICAL TESTING; MECHANICAL VARIABLES MEASUREMENT; SHEAR STRENGTH; STIFFNESS; STRESSES;

BOUNDING SURFACE; HOLLOW CYLINDER APPARATUS; INITIAL CONSOLIDATION; SHEAR RESISTANCE; YIELDING; YIELDING ANISOTROPY;

SILT;

ANISOTROPY; CONSOLIDATION; SHEAR STRENGTH; SILT; UNDRAINED TEST; YIELD;

EID: 0034065107     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t99-094     Document Type: Article

References (37)

1. Bellotti, R., Jamiolkowski, M., Lo Presti, D.C.F., and O'Neill, D.A. 1996. Anisotropy of small strain stiffness in Ticino sand. Géotechnique, 46(1): 115-131.
2. Bishop, A.W., and Wesley, L.D. 1975. A hydraulic triaxial apparatus for controlled stress path testing. Géotechnique, 25(4): 657-670.
3. Bjerrum, L. 1973. Problems of soil mechanics and construction on soft clays and structurally unstable soils (collapsible, expansive and others). In State-of-the-Art Report, Session 4, Proceedings of the 8th International Conference on Soil Mechanics and Foundation Engineering, Moscow, Vol. 3, pp. 109-159.
4. Burland, J.B., and Symes, M.J. 1982. A simple axial displacement gauge for use in the triaxial apparatus: Technical Note. Géotechnique, 32(1): 62-65.
5. Coop, M.R. 1990. The mechanics of uncemented carbonate sands. Géotechnique, 40(4): 607-626.
6. Gens, A. 1982. Stress-strain and strength of a low plasticity clay. Ph.D. thesis, Imperial College, University of London, London.
7. Gens, A. 1985. A state boundary surface for soils not obeying Rendulic's principle. In Proceedings of the llth International Conference on Soil Mechanics and Foundation Engineering, San Francisco, Vol. 2, pp. 473-476.
8. Georgiannou, V.N., Burland, J.B., and Hight, D.W. 1990. The undrained behaviour of clayey sands in triaxial compression and extension. Géotechnique, 40(3): 431-449.
9. Hardin, B.O. 1978. The nature of stress-strain behaviour of soils. Earthquake Engineering and Soil Dynamics, 1: 3-90.
10. Hardin, B.O., and Blandford, G. 1989. Elasticity of paniculate materials. Journal of Geotechnical Engineering, ASCE, 115(6): 788-804.
11. Hight, D.W. 1998. Soil characterisation: the importance of structure, anisotropy and natural variability. 38th Rankine lecture. In preparation.
12. Hight, D.W., Gens, A., and Symes, M.J. 1983. The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils. Géotechnique, 33(4): 355-384.
13. Hight, D.W., Jardine, R.J., and Gens, A. 1987. The behaviour of soft clays. In Embankments on soft clays. Editor: Bulletin of the Public Works Research Centre, Athens, pp. 33-158.
14. Hight, D.W., Bond, A.J., and Legge, J.D. 1992. Characterisation of Bothkennar clay: an overview. Géotechnique, 42(2): 303-348.
15. Hight, D.W., Bennell, J.D., Ghana, B., Davis, P.D., Jardine, R.J., and Porovic, E. 1997. Wave velocity and stiffness measurements of the Crag and Lower London Ternaries at Sizevvell. Géotechnique, 47(3): 451-474.
16. Jardine, R.J. 1992. Some observations on the kinematic nature of soil stiffness. Soils and Foundations, 32(2): 111-124.
17. Jardine, R.J. 1994. One perspective of the pre-failure deformation characteristics of some geomaterials: Keynote lecture. In Proceedings of the 1st International Conference on Pre-failure Deformation Characteristics of Geomaterials, Sapporo, Japan, Vol. 2, pp. 855-885.
18. 0 consolidated sediments. In Proceedings of the 12th European Conference on Soil Mechanics and Foundation Engineering, Amsterdam, Vol. 2, pp. 1101-1108.
19. Jardine, R.J., Zdravkovic, L., and Porovic, E. 1997. Anisotropie consolidation, including principal stress axis rotation: experiments, results and practical implications. In Proceedings of the 14th International Conference on Soil Mechanics and Foundation Engineering, Hamburg, Vol. 4, pp. 2165-2168.
20. Juarez-Badillo, E. 1963. Pore pressure functions in saturated soils. American Society for Testing and Materials, Special Technical Publication 361.
21. Kuwano, R., and Jardine, R.J. 1998. Stiffness measurements in a stress-path cell. In Pre-failure deformation behaviour of geomaterials. edited by R.J. Jardine, M.C.R. Davies, D.W. Might, A.K.C. Smith, and S.E. Stallebrass. Thomas Telford, London, pp. 391-394.
22. Ladd, C.C., Foott, R., Ishihara, K., Schlosser, F., and Poulos, H.G. 1977. Stress-deformation and strength characteristics: State-ofthe-art report. In Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering, Tokyo, Vol. 2, pp. 421-494.
23. 0 - OCR relationship in soils. Journal of the Geotechnical Engineering Division, ASCE, 108(GT6): 851-872.
24. Menkiti, C.O. 1995. Behaviour of clay and clayey-sand, with particular reference to principal stress rotation. Ph.D. thesis, Imperial College, University of London, London.
25. Ovando-Shelley, E. 1986. Stress-strain behaviour of granular soils tested in the triaxial cell. Ph.D. thesis, Imperial College, University of London, London.
26. Porovic, E. 1995. Investigation of soil behaviour using a resonant column torsional-shear hollow cylinder apparatus. Ph.D. thesis, Imperial College, University of London, London.
27. Porovic, E., and Jardine, R.J. 1994. Some observations on the static and dynamic shear stiffness of Ham River Sand. In Proceedings of the 1st International Conference on Pre-failure Deformation Characteristics of Geomaterials, Sapporo, Japan, Vol. 1, pp. 25-30.
28. Rendulic, L. 1936. Relation between void ratio and effective principal stresses for remoulded, silly clay: Discussion. In Proceedings of the 1st International Conference on Soil Mechanics and Foundation Engineering, Boston, pp. 48-51.
29. Roesler, S.K. 1979. Anisotropie shear modulus due to stress anisotropy. Journal of the Geotechnical Engineering Division, ASCE, 105(GT7): 871-880.
30. Shibuya, S. 1985. Undrained behaviour of granular materials under principal stress rotation. Ph.D. thesis, Imperial College, University of London, London.
31. Smith, P.R., Jardine, R.J., and Hight, D.W. 1992. The yielding of Bothkennar clay. Géotechnique, 42(2): 257-274.
32. Symes, M.J. 1983. Rotation of principal stresses in sand. Ph.D. thesis, Imperial College, University of London, London.
33. Tatsuoka, F., and Ishihara, K. 1974. Yielding of sand in triaxial compression. Soils and Foundations, 14(2): 63-76.
34. Tatsuoka, F., Sakamoto, M., Kawamura, T., and Fukushima, S. 1986. Strength and deformation characteristics of sand in plane strain compression at extremely low pressures. Soils and Foundations, 26(1): 65-84.
35. Tatsuoka, F., Jardine, R.J., Lo Presti, D., Di Benedetto, H., and Kodaka, T. 1997. Characterising the pre-failure properties of geomaterials: Key note address. In Proceedings of the 14th International Conference on Soil Mechanics and Foundation Engineering, Hamburg, Vol. 4. pp. 2129-2164.
36. Zdravkovic, L. 1996. Stress-strain-strength anisotropy of a granular medium under general stress conditions. Ph.D. thesis, Imperial College, University of London, London.
37. Zdravkovic, L., and Jardine, R.J. 1997. Some anisotropic stiffness characteristics of a silt under general stress conditions. Géotechnique, 47(3): 407-438.