Comparison of Young's moduli of dense sand and gravel measured by dynamic and static methods

Geotechnical Testing Journal

Volumn 25, Issue 4, 2002, Pages 349-368

  AnhDan, LeQuang ^a   Koseki, Junichi ^a   Sato, Takeshi ^a  

^a INSTITUTE OF INDUSTRIAL SCIENCE   (Japan)

Author keywords

Anisotropy; Dense sand; Gravel; Inhomogeneity; Local deformation measurement; Stiffness; Wave velocity

Indexed keywords

ANISOTROPY; DEFORMATION; DENSITY (SPECIFIC GRAVITY); ELASTIC MODULI; GRAVEL; SAND; STIFFNESS;

DENSE SAND; LOCAL DEFORMATION MEASUREMENT; STATIC DEFORMATION;

SOIL MECHANICS;

EID: 0036940231     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (26)

1. Bellotti, R., Jamiolkowski, M., LoPresti, D. C. F., and O'Neill, D. A., 1996, "Anisotropy of Small Strain Stiffness in Ticino Sand," Geotechnique, Vol. 46, No. 1, pp. 115-131.
2. Correia, G. A., AnhDan, L. Q., Shinoda, M., Tatsuoka, F., and Koseki, J., 2001, "Small Strain Stiffness under Different Isotropic and Anisotropic Stress Conditions of Two Granular Granite Materials," Advanced Laboratory Stress-Strain Testing of Geomaterials, Tatsuoka et al., Eds., Swets & Zeitlinger Publishers.
3. Goto, S., Tatsuoka, F., Shibuya, S., Kim, Y.-S., and Sato, T., 1991, "A Simple Gauge for Local Small Strain Measurements in the Laboratory," Soils and Foundations, Vol. 31, No. 1, pp. 169-180.
4. Hardin, B. O. and Richart, F. E., 1963, "Elastic Wave Velocities in Granular Soil," Journal of the American Society of Civil Engineers, Vol. 89, No. 1, pp. 33-65.
5. Hayano, K. and Fioravante, V., 2000, "Anisotropy of the Elastic Deformation Characteristics of Toyoura Sand by Means of Elastic Wave Measurements," Proceedings of the 35th Japan National Conference on Geotechnical Engineering, Gifu, Japan, pp. 277-278.
6. Hoque, E., Tatsuoka, F., and Sato, T., 1996, "Measuring Anisotropic Elastic Properties of Sand Using a Large Triaxial Specimen," Geotechnical Testing Journal, GTJODJ, Vol. 19, No. 4, pp. 411-420.
7. Jardine, R.J., Kuwano, R., Zdravkovic, L., and Thornton, C., 1999, "Some Fundamental Aspects of Pre-Failure Behavior of Granular Soils," Keynote Lecture, Pre-print, Second International-Conference on Prefailure Deformation Characteristics of Geomaterials, Jamiolkowski et al., Eds., Balkema, Torino.
8. Jiang, G.-L., Tatsuoka, F., Flora, A., and Koseki, J., (1997), "Inherent and Stress State Induced Anisotropy in Very Small Strain Stiffness of a Sandy Gravel," Geotechnique, Vol. 47, No. 3, pp. 509-521.
9. max from Bender Element Tests," Geotechnique, Vol. 46, No. 2, pp. 357-362.
10. Jovicic, V. and Coop, M. R., 1997, "Stiffness of Course-Grained Soils at Small Strains," Geotechnique, Vol. 47, No. 3, pp. 545-562.
11. Kokusho, T. and Yoshida, Y., 1997, "SPT N-value and S-Wave Velocity for Gravely Soils with Different Grain Size Distribution," Soils and Foundations, Vol. 37, No. 4, pp. 105-113.
12. Mancuso, C., Simonelli, A. L., and Vinale, F., 1989, "Numerical Analysis of In-Situ S-Wave Measurements," Proceedings, 12th ICSMFE, Rio de Janeiro, Vol. 3, pp. 277-280.
13. Modoni, G., Flora, A., Mancuso, C., Viggiani, C., and Tatsuoka, F., 2000, "Evaluation of Gravel Stiffness by Pulse Wave Transmission Tests," Geotechnical Testing Journal, Vol. 23, No. 4, pp. 506-521.
14. Porovic, E. and Jardine,R. J., 1994, "Some Observations on the Static and Dynamic Shear Stiffness of Ham River Sand," Proceedings of International Symposium on Pre-Failure Deformation of Geomaterials, Vol. 1, pp. 25-30.
15. Rampello, S., Bennell, J. D., Chana, B., Davis, P. D., Jardine, R. J., and Porovic, E., 1997, "Small Stiffness of Reconstituted Clay Compressed Along Constant Triaxial Effective Stress Ratio Path," Geotechnique, Vol. 47, No. 3, pp. 475-490.
16. Sanchez-Salinero, L, Roesset, J. M., and Stokoe, K. H. II., 1986, "Analytical Studies of Body Wave Propagation and Attenuation," Report GR 86-15, University of Texas at Austin.
17. Stokoe, K. H., II and Hoar, R. J., 1978, "Filed Measurement of Shear Wave Velocity by Crosshole and Downhole Seismic Methods," Proceedings of the Conference on Dynamic Methods in Soil and Rock Mechanics, Karlsruhe, Germany, Vol. III, pp. 115-137.
18. Tanaka, Y., Kudo, K., Nishi, K., and Okamoto, T., 1994, "Shear Modulus and Damping Ratio of Gravelly Soils Measured by Several Methods," Pre-failure Deformation of Geomaterials, Balkema, Vol. 1, pp. 47-53.
19. Tanaka, Y., Kokusho, T., Okamoto, T., and Kudo,K., 1995, "Evaluation of Initial Shear Modulus of Gravelly Soil by Laboratory Tests and PS-Logging," Proceedings, International Workshop on Rock Foundation of Large-Scaled Structures, Vol. 1, pp. 101-106.
20. Tanaka, Y., Kudo, K., Nishi, K., Okamoto, T., Kataoka, T., and Ueshima, T., 2000, "Small Strain Characteristics of Soils in Hualien, Taiwan," Soils and Foundations, Vol. 40, No. 3, pp. 111-125.
21. Tatsuoka, F., 1988, "Some Recent Developments in Triaxial Testing Systems for Cohensionless Soils," Advanced Triaxial Testing of Soils and Rock, STP 977, ASTM, Philadelphia, pp. 7-67.
22. Tatsuoka, F. and Shibuya, S., 1992, "Deformation Characteristics of Soils and Rocks from Field and Laboratory Tests," keynote lecture for Session 1, Proceedings the 9th Asian Regional Conference on SMFE, 1991, Bangkok, Vol. 2, p. 101-170
23. Tatsuoka, F. and Kohata, Y., 1995, "Stiffness of Hard Soils and Soft Rocks in Engineering Applications," Proceedings of International Symposium on Pre-failure Deformation of Geomaterials, Vol. 2, pp. 947-1066.
24. Viggiani, G. and Atkinson, J. H., 1995, "Stiffness of Fine-Grained Soil at Very Small Strains," Geotechnique, Vol. 45, No. 2. pp. 249-265.
25. Viggiani,G. and Atkinson, J. H., 1997, "Closure: Stiffness of Fine-Grained Soil at Very Small Strains," Geotechnique, Vol. 47, No. 4, pp. 873-877.
26. Weston, T. R. and Stokoe, K. H. II., 1996, "Effects of Grain Sizes and Particle Distribution on the Stiffness and Damping of Granular Soils at Small Strains," Report GR96-6, University of Texas at Austin.