DISCUSSIONS AND CLOSURES
Oct 1, 1996

Discussion: System Identification and its Application to Estimating Soil Properties

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Publication: Journal of Geotechnical Engineering
Volume 122, Issue 10
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References

1.
Aggour, M. S., Taha, M. R., Tawfiq, K. S., and Amini, F.(1989). “Cohesive soil behavior under random excitation conditions.”Geotech. Testing J., 12(2), 135–143.
2.
Aggour, M. S., Tawfiq, K. S., and Amini, F. (1987). “Effect of frequency content on dynamic properties of cohesive soils.”Soil dynamics and liquefaction, A. S. Cakmak, ed., Elsevier Publishing Company, New York, N.Y., 31–39.
3.
Amini, F., Tawfiq, K. S., and Aggour, M. S.(1988). “Cohesionless soil behavior under random excitation conditions.”J. Geotech. Engrg., ASCE, 114(8), 896–914.
4.
Amini, F. (1990). “Dynamic soil properties using improved transfer function methods.”J. Soil Dyn. and Earthquake Engrg., 9(6), 274– 279.
5.
Amini, F. (1993). “Effect of confining pressure on dynamic soil properties using improved transfer function methods.”J. Soil Dyn. and Earthquake Engrg., 12(11).
6.
Amini, F. (1995). “Time effects on dynamic soil properties under random excitation conditions.”J. Soil Dyn. and Earthquake Engrg., 11(9).
7.
Amini, F., and Rude, L. C. (1989). “Damping of soils determined by a new FFT technique.”Proc., 7th Modal Analysis Conf., Vol. II, 1448–1452.
8.
Senthilnathan, A., and Lutes, L. D. (1988). “Maximum value statistics for transient response of linear structures.”Probabilistic methods in civil engineering, P. D. Spanos, ed., ASCE, New York, N.Y., 205–208.
9.
Yang, J. C. S., Qi, G. Z., Pavlin, V., and Durelli, A. J.(1989). “In-situ determination of soil damping in the lake deposit of Mexico City.”J. Soil Dyn. and Earthquake Engrg., 9(1), 43–52.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 122Issue 10October 1996
Pages: 868

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Published online: Oct 1, 1996
Published in print: Oct 1996

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F. Amini, Member, ASCE
Assoc. Prof., Civ. Engrg., MB4202, Univ. of the District of Columbia, Washington, DC 20008.

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