Steady-state strength, relative density, and fines content relationship for sands

Transportation Research Record

Volumn , Issue 1547, 1997, Pages 61-67

  Thevanayagam, S ^a   Ravishankar, K ^a   Mohan, S ^a  

^a POLYTECHNIC UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 3743103795     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (18)

1. Poulos, S. J., G. Castro, and J. W. France. Liquefaction Evaluation Procedure. Journal of Geotechnical Engineering Division, ASCE, Vol. 111, No. 6, 1985, pp. 772-791.
2. Seed, H. B. Design Problems in Soil Liquefaction. Journal of Geotechnical Engineering Division, ASCE, Vol. 113, No. 8, 1987. pp. 827-845.
3. Seed, R. B., and L. F. Harder, Jr. SPT-Based Analysis of Cyclic Pore Pressure Generation and Undrained Residual Strength. Proc., H. B. Seed Memorial Symposium, University of California, Berkeley, Vol. 2, 1990, pp. 351-376.
4. Dobry, R. Liquefaction and Deformations of Soils and Foundations Under Seismic Condition. Proc., Third International Conference on Recent Advances in Geotechnical Earthquake Engineering (S. Prakash, ed.), University of Missouri - Rolla, 1995.
5. Ishihara, K. Liquefaction and Flow Failure During Earthquakes. Geotechnique, Vol. 43, No. 3, 1993, pp. 351-415
6. Stark, T. D., and G. Mesri. Undrained Shear Strength of Liquefied Sands for Stability Analysis. Journal of Geotechnical Engineering Division, ASCE, Vol. 118, No. 11, 1992, pp. 1727-1747.
7. De Alba, P. A., S. B. Seed, E. Retamal, and R. B. Seed. Analyses of Dam Failures in 1985 Chilean Earthquake. Journal of Geotechnical Engineering Division, ASCE, Vol. 114, No. 12, 1988, pp. 1414-1434.
8. Vaid, Y. P., and J. C. Chern. Cyclic and Monotonic Undrained Response of Saturated Sands. Advances in the Art of Testing Soils Under Cyclic Condition. Proc., ASCE Convention, Detroit, 1985, pp. 120-147.
9. Whitman, R. V. On Liquefaction. Proc., Eleventh International Conference on Soil Mechanics and Foundation Engineering, San Francisco, Calif., 1985, pp. 1923-1926.
10. Kramer, S. L. Uncertainty in Steady-State Liquefaction Evaluation Procedures. Journal of Geotechnical Engineering Division, ASCE, Vol. 115, No. 10, 1989, pp. 1402-1419.
11. Thevanayagam, S., and K. Ravishankar. Steady State Versus Residual Strength. Unpublished Report. Polytechnic University, Brooklyn, N.Y., 1995.
12. Alarcon-Guzman, A., G. A. Leonards, and J. L. Chameau. Undrained Monotonic and Cyclic Strength of Sands. Journal of Geotechnical Engineering Division, ASCE, Vol. 114, No. 10, 1988, pp. 1089-1109.
13. Alarcon-Guzman, A. Cyclic Stress-Strain and Liquefaction Characteristics of Sand. Ph.D dissertation. Purdue University, West Lafayette, Ind., 1986.
14. Vaid, Y. P., J. M. Fisher, and R. H. Kuerbis. Particle Gradation and Liquefaction. Journal of Geotechnical Engineering Division, ASCE, Vol. 116, No. 4, 1989, pp. 698-703.
15. Vaid, Y. P., and J. Thomas. Liquefaction and Post Liquefaction Behavior of Sand. Journal of Geotechnical Engineering Division, ASCE, Vol. 121, No. 2, 1995, pp. 163-173.
16. Fukushima, S. Experimental Study into Deformation and Strength Properties of Sand by Torsional Shear Tests. Ph.D. dissertation. University of Tokyo, Tokyo, Japan, 1982.
17. Tatsuoka, F. Undrained Shear Strength of Liquefied Sands for Stability Analysis. Discussion. Journal of Geotechnical Engineering Division, ASCE, Vol. 120, No. 7, 1994, pp. 1284-1287.
18. Riemer,M. F., R. B. Seed, P. G. Nicholson, and H.L. Jong. Steady State Testing of Loose Sands: Limiting Minimum Density. Journal of Geotechnical Engineering Division, ASCE, Vol. 116, No. 2, 1990, pp. 332-337.