TECHNICAL NOTES
Mar 1, 1986

Impedances of Soil Layer with Disturbed Boundary Zone

Publication: Journal of Geotechnical Engineering
Volume 112, Issue 3

Abstract

The dynamic impedances of a vertically or torsionally excited viscoelastic soil layer with a thin disturbed zone around the edge of a central circular hole are evaluated and compared, over a range of parameters, with those obtained by a previously proposed, simpler analysis in which the mass of the disturbed zone is neglected. It is shown that the results of the two approaches may differ significantly, and that the simpler solution should be used only with the greatest possible care.

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References

1.
Novak, M., Nogami, T., and Aboul‐Ella, F. (June, 1977). “Dynamic Soil Reactions for Plane Strain Case.” Research Report BLWT‐1‐77, Faculty of Engineering Science, The Univ. of Western Ontario, London, ON, Canada, 1–26.
2.
Novak, M., and Sheta, M. (Oct., 1980). “Approximate Approach to Contact Effects of Piles.” Special Technical Publication on Dynamic Response of Pile Foundations: Analytical Aspects, ASCE, O'Neill and Dobry, Eds., 53–79.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 112Issue 3March 1986
Pages: 363 - 368

History

Published online: Mar 1, 1986
Published in print: Mar 1986

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Anestis S. Veletsos, M. ASCE
Brown & Root Prof., Dept. of Civ. Engrg., Rice Univ., Houston, TX 77251
Kirk W. Dotson, S. M. ASCE
Grad. Student, Dept. of Civ. Engrg., Rice Univ., Houston, TX 77251

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