DISCUSSIONS AND CLOSURES
Feb 1, 1995
Impedance Function of Piles in Inhomogeneous Media
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Volume 121, Issue 2
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References
1.
Abramowitz, M., and Stegun, I. (1972). Handbook of mathematical functions . 9th Ed., Dover Publications, New York, N.Y.
2.
Bouckovalas, G., and Gazetas, G. (1992). “Soil parameters for nonlinear analysis of axial pile vibration.”Proc. 2nd Hellenic Conf. on Geotech. Engrg., Vol. 2, 467–477.
3.
Dotson, K. W., and Veletsos, A. S. (1987). “Vertical and torsional/impedances for radially inhomogeneous viscoelastic soil layers.”Rep. NCEER-87-0024, National Center for Earthquake Engineering Research, State Univ. of New York at Buffalo, Buffalo, N.Y.
4.
Gazetas, G. (1987). “Simple physical methods for foundation impedances.”Dynamics of foundations and underground structures, P. K. Banerjee, and R. Butterfield, eds., Elsevier Applied Science, New York, N.Y., 45–93.
5.
Gazetas, G., and Dobry, R.(1984). “Simple radiation damping model for piles and footings.”J. Engrg. Mech., ASCE, 110(6), 937–956.
6.
Graff, K. F. (1975). Wave propagation in elastic solids . Ohio State Univ. Press, Columbus, Ohio.
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Novak, M., Nogami, T., and Aboul-Ella, F.(1978). “Dynamic soil reactions for plane-strain case.”J. Engrg. Mech., ASCE, 104(4), 953–959.
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Copyright © 1995 American Society of Civil Engineers.
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Published online: Feb 1, 1995
Published in print: Feb 1995
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Nicos Makris, Associate Member, ASCE
Asst. Prof., Dept. Civ. Engrg. and Geological Sci., Univ. of Notre Dame, Notre Dame, IN 46556.
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