TECHNICAL PAPERS
Jul 1, 1984

Elasto‐Dynamic Analysis of Pavement Deflections

Publication: Journal of Transportation Engineering
Volume 110, Issue 6

Abstract

An elastodynamic analysis of pavement response to harmonic‐load nondestructive testing is presented. The method is based on a discrete layer approach that assumes linear variation of displacements in the direction of layering between adjacent interfaces of thin artificial pavement sublayers. The method is applied to typical four‐layer flexible pavement structures subjected to Road Rater excitations. The results show that dynamic displacements of pavements are materially different from those predicted by static analyses, even at low frequencies. If static analyses are used in backcalculating layer stiffnesses from such tests, erroneous results may be obtained. No simple relations between static and dynamic displacements exist. Rigorous elastodynamic solutions to these problems can narrow the gap between theoretical predictions of pavement response and field observations.

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References

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 110Issue 6July 1984
Pages: 536 - 550

History

Published online: Jul 1, 1984
Published in print: Jul 1984

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Michael S. Mamlouk, M. ASCE
Assoc. Prof., Dept. of Civ. Engrg., Arizona State Univ., Tempe, Ariz. 85287
Trevor G. Davies, A. M. ASCE
Asst. Prof., Dept. of Civ. Engrg., State Univ. of New York at Buffalo, Buffalo, N.Y. 14260

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