DISCUSSIONS AND CLOSURES
Sep 1, 2005

Discussion of “Thrust Restraint Design of Concrete Pressure Pipe” by Mehdi S. Zarghamee, Daniel W. Eggers, Rasko P. Ojdrovic, and Daniel P. Valentine

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Publication: Journal of Structural Engineering
Volume 131, Issue 9
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References

American Water Works Association. (1996). Manual of water supply practices—M41, AWWA, Denver, Colo.
Audibert, J. M., and Nyman, K. (1977). “Soil restraint against horizontal motion of pipes.” J. Geotech. Div., 103(10), 1119–1142.
Bardakjian, H. H. (1991). ACPPA thrust restraint research, Ameron International, Rancho Cucamonga, Calif., September.
Carlsen, R. J. (1975). “Thrust restraint for underground piping systems.” Cast Iron News, Cast Iron Pipe Research Association.
Heger, F. J., Zarghamee, M. S., and Dana, W. R. (1990). “Limit-states design of prestressed concrete pipe: Criteria.” J. Struct. Eng., 116(8), 2083–2104.
Hsu, T.-W., Chen, Y.-J., and Wu, C.-Y. (2001). “Soil friction restraint of oblique pipelines in loose sand.” J. Transp. Eng., 127(1), 82–87.
Jeyapalan, J. K., and Watkins, R. (2004). “Modulus of soil reaction (E) values for pipeline design.” J. Transp. Eng., 130(1), 43–48.
NAVFAC DM-7.2. (1986). Foundations and earth structures design manual 7.2, NAVFAC.
Price, R. E. (1965). “Determination of longitudinal force necessary to move pipe in backfilled trench.” Wharton Research Center, International Pipe and Ceramics Corporation (Interpace), Wharton, N.J.
Scarino, J. H. (2003). “Reappraisal of Marston’s formula.” J. Transp. Eng., 129(6), 703–712.
Scarino, J. H. (2004). “Evaluation of buried piping restrained against thrust.” J. Transp. Eng., 130(6), 685–691.
Watkins, R. K., and Anderson, L. R. (2000). Structural mechanics of buried pipes, CRC Press, Boca Raton, Fla.
Zarghamee, M. S., Ojdrovic, R. P., and Danna, W. R. (1993a). “Coating delamination by radial tension in prestressed concrete pipe I: Experiments.” J. Struct. Eng., 119(9), 2701–2719.
Zarghamee, M. S., Ojdrovic, R. P., and Danna, W. R. (1993b). “Coating delamination by radial tension in prestressed concrete pipe. II. Analysis.” J. Struct. Eng., 119(9), 2720–2732.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 131Issue 9September 2005
Pages: 1475 - 1478

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Published online: Sep 1, 2005
Published in print: Sep 2005

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John H. Scarino [email protected]
Vice President, S&E Engineers, Inc., Riverdale, NJ. E-mail: [email protected]

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