Four-dimensional local boundary surfaces of an isotropically consolidated loose sand

Soils and Foundations

Volumn 43, Issue 2, 2003, Pages 89-103

  Shibuya, Satoru ^a,b   Hight, D W ^b,c   Jardine, R J ^b  

^a HOKKAIDO UNIVERSITY   (Japan)

^b IMPERIAL COLLEGE LONDON   (United Kingdom)

^c GEOTECHNICAL CONSULTING GROUP   (United Kingdom)

Author keywords

Anisotropy; Effective stress; Intermediate stress; Principal stress rotation; Sand; Strength (IGC: D6)

Indexed keywords

ANISOTROPY; CONSOLIDATION; CYCLIC LOADS; LOAD TESTING; SHEAR STRESS; STRESS ANALYSIS;

EFFECTIVE STRESS; INTERMEDIATE STRESS; PRINCIPAL STRESS ROTATION; STRENGTH (IGC: D6);

SAND;

EID: 24744443017     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.43.2_89     Document Type: Article

References (19)

1. Arthur, J. R. F. and Menzies, B. K. (1972): Inherent anisotropy in a sand, Géotechnique, 22 (1), 115-129.
2. Arthur, J. R. F. and Dunstan, T. (1977): Induced anisotropy in a sand, Géotechnique, 27 (1), 13-30.
3. Gens A. (1982): Stress-strain and strength characteristics of a low plasticity clay, PhD thesis, University of London.
4. Gens A. (1985): A state boundary surface for soils not obeying Rendulic's principle, Proc. of 11th Int. Conf. on SMFE, San Francisco, 2, 473-476.
5. Hight, D. W., Symes, M. J. and Gens, A. (1983): The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in sand, Géotechnique, 33 (4), 355-384.
6. Ishihara, K., Tatsuoka, F. and Yasuda, S. (1975): Undrained deformation and liquefaction of sand under cyclic shear stresses, Soils and Foundations, 15 (1), 29-44.
7. Jardine, R. J. (1992): Some observations on the kinematic nature of soil stiffness, Soils and Foundations, 32 (2), 111-124.
8. Jardine, R. J., Kuwano, R., Zdravkovic, L. and Thornton, C. (2001): Some fundamental aspects of the pre-failure behaviour of granular materials, Keynote Lecture, Pre-failure Deformation Characteristics of Geomaterials (IS-Torino), Balkema, 2, 1077-1111.
9. Kuwano, R. (1999): The stiffness and yielding anisotropy of sand, PhD Thesis, University of London.
10. Oda, M. (1972): Initial fabrics and their relations to mechanical properties of granular material, Soils and Foundations, 12 (1), 1-18.
11. Shibuya, S. (1985): Undrained behaviour of granular materials under principal stress rotation, PhD Thesis, University of London.
12. Shibuya, S. and Hight, D. W. (1987): A bounding surface for granular materials, Soils and Foundations, 27 (4), 123-136.
13. Shibuya, S. (1988): A servo system for hollow cylinder testing of soils, Geotech. Testing J., 11 (2), 109-118.
14. Symes, M. J. and Burland, J. B. (1984): Determination of local displacements on soil samples, Geotech. Testing J., 7 (2), 49-59.
15. Symes, M. J., Gens, A. and Hight, D. W. (1984): Undrained anisotropy and principal stress rotation in saturated sand, Géotechnique, 34 (1), 11-27.
16. Symes, M. J., Gens, A. and Hight, D. W. (1988): Drained principal stress rotation in saturated sand, Géotechnique, 38 (1), 59-81.
17. Tatsuoka, F. (1972): Fundamental study of deformation characteristics of sands using triaxial apparatus, DEng Thesis, University of Tokyo (in Japanese).
18. Yamada, Y. and Ishihara, K. (1979): Anisotropic deformation characteristics of sand under three dimensional stress conditions, Soils and Foundations, 21 (1), 97-109.
19. 0-consolidated silt, Can. Geotech. J., 37, 178-200.