TECHNICAL NOTES
Oct 1, 1983

Impact Stresses During Dynamic Compaction

Publication: Journal of Geotechnical Engineering
Volume 109, Issue 10

Abstract

The development of an analytical model for describing ground behavior during dynamic compaction requires that the magnitude of impact stresses be known. Although several theoretical methods for calculating dynamic stresses have been proposed, very few field measurements from full-scale operations have been made available for checking their validity. This technical note presents measured peak dynamic stresses at the ground surface obtained from an accelerometer mounted on the falling weight. The field testing program investigated a range of drop heights up to 19 meters using a constant weight of 20.9 tonnes. A simple analytical model derived from the conservation of momentum is shown to provide reasonable estimates of the magnitude and duration of impact stresses during dynamic compaction.

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References

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Arulanandan, K., Anandarajah, A., and Bassett, R. H., “Centrifuge Testing in Geotechnical Engineering,” ASCE Preprint 3786, Centrifugal Modeling of Geotechnical Problems, presented at the ASCE Convention, Atlanta, Oct., 1979.
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Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 109Issue 10October 1983
Pages: 1342 - 1346

History

Published online: Oct 1, 1983
Published in print: Oct 1983

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Authors

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Paul W. Mayne
Geotechnical Engr., Law Engineering, P.O. Drawer QQ, Washington, D.C. 22101
Jones S. Jones, Jr., Associate Members, ASCE
Chief Engr., Law Engineering, P.O. Drawer QQ, Washington, D.C. 22101

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