A New Setup for Measuring Go during Laboratory Compaction

Geotechnical Testing Journal

Volumn 29, Issue 4, 2006, Pages 280-288

  Ismail, Mostafa A ^a   Rammah, Khader I ^a  

^a UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

Author keywords

anisotropy; compaction; Proctor test; shear modulus; soil stabilization; suction

Indexed keywords

ANISOTROPY; COMPACTION; SHEAR FLOW; SHEAR STRAIN; SHEAR WAVES; SOIL MECHANICS; STABILIZATION; STIFFNESS; ELASTIC MODULI; SHEAR STRENGTH; STRAIN;

DESIGN PARAMETERS; DRY DENSITY; EMPIRICAL RELATIONSHIPS; FOUNDATIONS ENGINEERINGS; MODIFIED PROCTOR TEST; PROCTOR TESTS; SOIL STABILIZATION; STANDARD PROCTOR TEST; STRENGTH AND STIFFNESS; SUCTION;

ELASTIC MODULI; SOIL MECHANICS;

DRY DENSITY; PROCTOR TEST; SOIL STABILIZATION; SUCTION;

EID: 33845570691     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: 10.1520/GTJ12633     Document Type: Article

References (24)

1. ASTM Standard D698–00ae.1, “Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort,” Book of Standards, Vol. 04.08.
2. Bellotti, M., Jamiolkowski, M., Presti, D. C. F. L., and O’Neill, D. A., 1996, “Anisotropy of Small Strain Stiffness in Ticino Sand,” Geotechnique, Vol. 46, No. 1, pp. 115–131.
3. Brignoli, E. G. M. et al., 1996, “Measurement of Shear Waves in Laboratory Specimens by Means of Piezoelectric Transducers,” Geotech. Test. J., Vol. 19, No. 4, pp. 384–397.
4. Cho, G. C. and Santamarina, J. C., 2001, “Unsaturated Particulate Materials—Particle Level Studies,” J. Geotech. Geoenviron. Eng., Vol. 127, No. 1, pp. 84–96.
5. max Using Bender Elements,” Advances in the Art of Testing Soils Under Cyclic Conditions Conference, Detroit, MI, Geotechnical Engineering Division, ASCE, New York.
6. Fernandez, A. L. and Santamarina, J. C., 2001, “Effect of Cementaion on the Small-strain Parameters of Sands,” Can. Geotech. J., Vol. 38, No 1, 191–199.
7. Fiedler, S. et al., 1998, “Soil Stiffness Gauge for Soil Compaction Control,” Public Roads, Vol. 61, No. 5, pp. 5–10.
8. Floss, R. and Kloubert, H.-J., 2000, “Newest Innovations Into Soil and Asphalt Compaction Technology. Compaction of Soils, Granulates and Powders,” Innsbruck, Balkema, pp. 3–21.
9. Hardin, B. O. and Blandford, G. E., 1989, “Elasticity of Particulate Materials,” J. Geotech. Eng., Vol. 115, No. 6, pp. 788–805.
10. max,” Geotechnique, Vol. 55, No. 5, pp. 403–407.
11. Ismail, M. A. and Fahey, M., 2004, “Stiffness Response of Calcareous Soil to a Cementation Event Using Calcite,” 9th ANZ Conf. on Geomechanics, Auckland, Vol. 2, pp. 818–824.
12. Kim, D. S. and Park, H. C., 1998, “Evaluation of Ground Densification Using Spectral Analysis of Surface Waves (SASW) and Resonant Column (RC) Tests,” Can. Geotech. J., Vol. 36, pp. 291–299.
13. Lehane, B. M., Ismail, M. A., and Fahey, M., 2004, “Seasonal Dependence of In-situ Test Parameters in Sand Above the Water Table,” Geotechnique, Vol. 54, pp. 215–218.
14. Lunne, T. et al., 1997, Cone Penetration Testing in Geotechnical Practice, Blackie Academic/Chapman-Hall Publishers, U.K., 312 pp.
15. Mazzeiri, F. et al., 2001, “Preparation Procedure on Properties of Compacted Clay Specimens,” Proceedings of the 15th International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul, Turkey, Balkema.
16. Nazarian, S. and Desai, M. R., 1993, “Automated Surface Wave Method: Filed Testing,” J. Geotech. Geoenviron. Eng., Vol. 119, No. 7, pp. 1094–1111.
17. Nazarian, S. and Stokoe, K. H. I., 1984, “In-situ Shear Wave Velcoities from Spectral Analysis of Surface Waves,” Proceedings, 8th Conference on Earthquake Engineering, San Francisco, CA.
18. Noureldin, A. S. et al., 2003, “Network Pavement Evaluation Using Falling Weight Deflectometer and Ground Penetarting Radar,” TRB Annual meeting CD-ROM.
19. Proctor, R. R., 1933, “Design and Construction of Rolled Earth Dams,” Eng. News-Rec., Vol. 111, pp. 245–248.
20. Sanchez-Salinero, I. et al., 1986, “Analytical Studies of Body Wave Propagation and Attenutaion,” J. Geotech. Eng., GR86–15, University of Texas at Austin.
21. Santamarina, J. C., 2000, Soils and Waves, Wiley and Son, NY.
22. Stokoe, K. H. I., Lee, S. H. H., and Knox, D. P., 1985, “Shear Moduli Measurements Under True Triaxial Stresses,” Advances in the Art of Testing Soils Under Cyclic Conditions Conference, ASCE, Detroit, MI, pp. 166–185.
23. o Conditions,” Geotech. Test. J., Vol. 21, No. 3, pp. 251–263.
24. Zeng, X., Figueroa, J. L., and Fu, L., 2004, “Measurement of Base and Subgrade Layer Stiffness Using Bender Element Technique,” In Recent Advances in Materials Characterization and Modeling of Pavement Systems, ASCE Geotechnical Special Publication No. 123, pp. 35–45.