Closure to “Thrust Restraint Design of Concrete Pressure Pipe” by Medhi S. Zarghamee, Daniel W. Eggers, Rasko P. Ojdrovic, and Daniel P. Valentine
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Volume 131, Issue 9
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References
Hetenyi, M. (1983). Beams on elastic foundation, The University of Michigan Press, Ann Arbor, Mich. 38.
Howard, A. K. (1977). “Modulus of soil reaction values for buried flexible pipe.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 103(1), 33–43.
O’Rourke, M. J., and Liu, X. (1999). Response of buried pipelines subject to earthquake effects. Monograph Series, No. 3, Multi-disciplinary Center for Earthquake Engineering Research, Univ. of Buffalo, Buffalo, N.Y. 86.
Poulos, H. G., and Davis, E. H. (1990). Pile foundation analysis and design, Robert E. Krieger, Malabar, Fla., 174.
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.
Federal Highway Administration. (1989). CANDE—Users’ manual, Rep. No. FHWA-RD-89-169, FMWA, Huenne, Calif., U.S. Naval Civil Engineering Laboratory, Washington, D.C.
Selig, E. T. (1988). “Soil parameters for design of buried pipelines.” Pipeline infrastructure, Proc. of Conf., Bruce A. Bennett, ed., ASCE, New York, 99–116.
Heger, F. J., Zarghamee, M. S., and Dana, W. R. (1990). “Limit-states design of prestressed concrete pipe. I: Criteria.” J. Struct. Eng., 116(8), 2083–2104.
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Information
Published In
Journal of Structural Engineering
Volume 131 • Issue 9 • September 2005
Pages: 1478 - 1482
Copyright
© 2005 ASCE.
History
Published online: Sep 1, 2005
Published in print: Sep 2005
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