Anisotropic behaviour of sand in the small strain domain. experimental measurements and modelling

Solid Mechanics and its Applications

Volumn 146, Issue , 2007, Pages 727-742

  Ezaoui, A ^a   Di Benedetto, H ^a   Van Bang, D Pham ^b  

^a UNIVERSITÉ DE LYON   (France)

^b Laboratoire National d'Hydraulique et d'Environnement   (France)

Author keywords

Anisotropy; Granular media; Hypoelasticity; Local measurements; Sand; Small strain; Triaxial device; Wave propagations

Indexed keywords

GRANULAR MATERIALS; SAND; SHEAR FLOW; SHEAR WAVES; STRESSES; WAVE PROPAGATION;

GRANULAR MEDIA; HYPOELASTICITY; LOCAL MEASUREMENT; SMALL STRAINS; TRIAXIAL DEVICE;

ANISOTROPY;

EID: 75949113647     PISSN: 09250042     EISSN: None     Source Type: Book Series    
DOI: 10.1007/978-1-4020-6146-2_53     Document Type: Conference Paper

References (20)

1. Anhdan, L., Koseki, J. (2005). "Small strain behaviour of dense granular soils by true triaxial tests." Soils and Foundations 45(3): 21-38.
2. Belloti, R. J., M., Lo Presti, D.C.F, O'neill, D.A. (1996). "Anisotropy of small strain stiffness in Ticino sand." Geotechnique 46(1): 115-131.
3. Brignoli, E., Gotti, M., Stokoe, K.H. (1996). "Measurements of shear waves in laboratory specimen by means of piezoelectric transducers." Geotechnical Testing Journal 19(4): 384-397.
4. Cazacliu, B. (1996). Comportement des sables en petites et moyennes déformations prototype d'essai de torsion compression sur cylindre creux. Lyon, Ecole doctorale MEGA, INSA: 241.
5. Di Benedetto, H. (1997). Viscous effect and anisotropy for sand. (Panel discussion). Proc. of the 15th Int. Conf. of Soils Mechanics and Foundation Engineering, Hamburg.
6. Di Benedetto, H., Geoffroy H., Duttine, A., Sauzéat, C. (2005). Anisotropic behaviour of soils and site investigation based on wave propagation tests. (In french). 16th Int. Conf. on Soils Mechanics and Geotechnical Engineering., Osaka.
7. Di Benedetto, H., Sauzéat C., Geoffroy H. (2001). Hollow cylinder test and modelling of prefailure behaviour of sand. Proc. of the 2nd Int. Conference Albert Caquot, Paris.
8. Duttine, A. (2005). Comportement des sables et des mélanges sable/argile sous sollicitations statiques et dynamiques avec et sans "rotations d'axes". Lyon, Ecole doctorale MEGA, INSA: 317.
9. Fioravante, V., Capoferri, R. (2001). "On the use of multi-directional piezoelectric transducers in triaxial testing." Geotechnical Testing Journal 24(3): 243-255.
10. Hardin, B. O., Blandford, G.E. (1989). "Elasticity of particulate materials." Journal of Geotechnical Engineering 115(6): 788-805.
11. Hoque, E., Tatsuoka, F. (1998). "Anisotropy in the elastic deformation of granular materials." Soils and Foundations 38(1): 163-179.
12. Ibrahim, A. A., Kagawa, T. (1991). "Microscopic measurement of sand fabric from cyclic tests causing liquefaction." Geotechnical Testing Journal 14(4): 371-382.
13. Kuwano, R., Connoly, T.M., Jardine, R.J. (1999). "Anisotropic stiffness measurements in a stress-path triaxial cell." Geotechnical Testing Journal 23(2): 141-157.
14. Oda, M. (1972). "Initial fabrics and their relations to mechanical properties of granular materials." Soils and Foundations 12(1): 17-36.
15. Pham Van Bang, D. (2004). Comportement instantané et différé des sables des petites aux moyennes déformations: expérimentation et modélisation. Lyon, Ecole doctorale MEGA, INSA: 238.
16. Pham Van Bang, D., Di Benedetto H., Duttine, A., Ezaoui, A. (2006). "Viscous behaviours of dry sand." IJANMG / to be published.
17. Sauzéat, C. (2003). Comportement des sables dans le domaine des petites et moyennes déformations. Lyon, Ecole doctorale MEGA, INSA: 331.
18. Tatsuoka, F., Jardine, R.J., Lo Presti, D., Di Benedetto, H., Kodata, T. (1997). Characteristing the Pre-Failure Deformation Properties of Geomaterials. XIV ICSMFE, Hamburg.
19. Tatsuoka, F., Shibuya, S. (1991). Deformation characteristics of soils and rocks from field and laboratory test. Proc. of the 9th Asian Regional Conf. on SMFE, Bangkok.
20. Viggiani, G., Atkinson, J.H. (1995). "Stiffness of fine grained at very small strains." Geotechnique 45(2): 249-265.