DISCUSSIONS AND CLOSURES
Aug 1, 2008

Discussion of “Unified Approach to Thrust Restraint Design” by Jey K. Jeyapalan and Sri K. Rajah

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Publication: Journal of Transportation Engineering
Volume 134, Issue 8
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References

Ahmed, S., and McMickle, R. W. (1981). “Using geotechnical engineering in pipeline design, construction.” Pipeline Gas J., May, 66–78.
Alferink, F., Wolters, M., and Janson, L.-E. (2004). “Combined loading of buried thermoplastic pressure pipes.” Presented at Plastic Pipes XII Conf., April 21, Milan, Italy.
American Lifelines Alliance (ALA). (2005). “Guidelines for the design of buried steel pipe.” ⟨www.americanlifelinealliance.org⟩.
Audibert, J. M. E., Lai, N. W., and Bea, R. G. (1980). “Designing subsea pipelines to resist instabilities.” Pipeline Gas J., May, 63–66.
Audibert, J. M. E., and Nyman, K. L. (1977). “Soil restraint against horizontal motion of pipes.” J. Geotech. Engrg. Div., 103(GT12), 1119–1142.
C-Core. (1999). “Large scale modeling of pipeline/soil interaction under lateral loading.” Publication No. 99-C25, Memorial Univ. of Newfoundland, St. John’s, Newfoundland.
Caquot, A., and Kerisel, F. (1948). Tables for the calculation of passive pressure, active pressure and bearing capacity of foundations, Gauthier-Villars, Paris.
Carlsen, R. J. (1975). “Thrust restraint for underground piping systems.” Cast Iron News, Cast Iron Pipe Research Association.
Hansen, B. (1981). “The ultimate resistance of rigid piles against transverse forces.” Bulletin 12, Danish Geotechnical Institute, Copenhagen, Denmark.
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.
Manganaro, C. A. (1968). “Design for unbalanced thrust for buried water conduits.” AWWW J., June, 705–716.
Marston, A. (1930). “The theory of external loads on closed conduits.” Bulletin 96, Engineering Experiment Station, Iowa State College.
Mokwa, R. L. (1999). “Investigation of the resistance of pile caps to lateral loading.” Thesis, Virginia Polytechnic Institute and State Univ., Blacksburg, Va.
Moser, A. P. (1990). Buried pipe design, McGraw-Hill, New York.
Oversen, N. K. (1964). “Anchor slabs calculation methods and model tests.” Bulletin No. 16, Danish Geotechnical Institute, Copenhagen.
U.S. Army Corps of Engineers (USACE). (1992). “Revision of thrust block criteria in TM 5-813-5/AFM 88-10.” Appendix c, engineer technical letter 1110-446, Vol. 5, Dept. of the Army, Washington, D.C.
U.S. Steel (USS). (1970). Steel sheet piling design manual, Pittsburgh, 132.
Watkins, R. K., and Anderson, L. R. (2000). Structural mechanics of buried pipes, CRC Press, Boca Raton, Fla.
Zarghamee, M. S., Eggers, D. W., Ojdrovic, R. P., and Valentine, D. P. (2004). “Thrust restraint design of concrete pressure pipe.” J. Struct. Eng. 130(1), 95–107.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 134Issue 8August 2008
Pages: 354 - 357

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Published online: Aug 1, 2008
Published in print: Aug 2008

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John H. Scarino, F.ASCE
Executive Vice President, S & E Engineers, Inc., Riverdale, NJ 07457.

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