TECHNICAL PAPERS
Dec 1, 1983

Prediction of Vertical Earth Loads on Rigid Pipes

Publication: Journal of Geotechnical Engineering
Volume 109, Issue 2

Abstract

Standards are available to estimate the vertical earth loads induced on pier or pile‐supported rigid pipes subjected to cohesionless settling backfill. There is no apparent direct field evidence to support existing design procedures. Therefore, a literature review was made to determine whether alternative methods existed. This review indicated that many other methods do exist for cases where the fill either settles relative to a fixed foundation (or pipe) or the foundation is subjected to uplift forces. It is concluded that existing standards consistently underestimate the vertical earth loads.

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References

1.
Clarke, N. W. B., “The Loads Imposed on Conduits Laid Under Embankments or Valley Fills,” Proceedings of the Institution of Civil Engineers, Vol. 36, Jan., 1967, pp. 63–98.
2.
Das, B. M., and Seeley, G. R., “Breakout Resistance of Shallow Horizontal Anchors,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 101, No. GT9, Sept., 1975, pp. 999–1003.
3.
Ladanyi, B., and Hoyaux, B., “A Study of the Trap‐Door Problem in a Granular Mass,” Canadian Geotechnical Journal, Vol. 6, No. 1, Feb., 1969, pp. 1–14.
4.
Matyas, E. L., and Davis, J. B., “Experimental Study of Earth Loads on Rigid Pipes,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 109, No. GT2, Feb., 1983, pp. 202–209.
5.
Meyerhof, G. G., and Adams, J. I., “The Ultimate Uplife Capacity of Foundations,” Canadian Geotechnical Journal, Vol. 5, No. 4, Nov., 1968, pp. 225–244.
6.
Spangler, M. G., “Culverts and Conduits,” Foundation Engineering, G. A. Leonards, ed., McGraw‐Hill Book Co., Inc., New York, N.Y., Chapter 11, 1962.
7.
Spangler, M. G., “Underground Conduits—An Appraisal of Modern Research,” Transactions, ASCE, Vol. 113, 1948, pp. 316–345.
8.
“USA Standard for Thickness Design of Cast Iron Pipe, Thickness Determination for Pipe on Piers or Piling Above Ground or Underground,” USAS A21.1, American Water Works Association, Inc. (AWWA H1‐67), New York, N.Y.
9.
Vesić, A. S., “Breakout Resistance of Objects Embedded in Ocean Bottom,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 97, No. SM9, Sept., 1971, pp. 1183–1205.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 109Issue 2December 1983
Pages: 190 - 201

History

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

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Authors

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Elmer L. Matyas, M. ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Waterloo, Waterloo, Ontario, Canada, N2L 3G1
John B. Davis
Principal, Golder Assoc., Mississauga, Ontario, Canada

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