Chapter
Jul 28, 2022

Past, Present, and Future of Thrust Restraint of PCCP Pipelines with Tied Joints

Publication: Pipelines 2022

ABSTRACT

Design methods for thrust restraint of PCCP using tied joints utilized by some pipeline designers prior to 2008 resulted in nonconservative designs resulting in failures the real root cause of which was not known and was often incorrectly related to pressure surges in the pipeline, corrosion, or other factors. The purpose of this paper is to present a comparison of historical and current thrust restraint methods of prestressed concrete cylinder pipe (PCCP) using tied joints, to identify methods to address deficient thrust restraint, and to identify future work to incorporate the effect of all loads that impact the thrust forces and bending moments in the pipe, such as temperature differentials, Poisson’s effect, and seismic strains in the design of pipelines against thrust near bends and fittings.

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REFERENCES

AWWA (American Water Works Association). (1979). Manual M9 - Concrete Pressure Pipe.
AWWA (American Water Works Association). (1995). Manual M9 - Concrete Pressure Pipe, 2nd Edition.
AWWA (American Water Works Association). (2008). Manual M9 - Concrete Pressure Pipe, 3rd Edition.
Manganaro, C. A. (1969). Harnessed Joints for Water Pipe. AWWA Annual Conference. San Diego: John Wiley & Sons.
Zarghamee, M. S., and Valentine, D. P. (2022). Thrust Restraint of Buried Pipelines. ASCE Pipeline Conference 2022. Indianapolis, IN: ASCE.
Zarghamee, M. S., Eggers, D. W., Ojdrovic, R. P., and Valentine, D. P. (2004). Thrust Restraint Design of Concrete Pressure Pipe. Journal of Structural Engineering.

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Pipelines 2022
Pages: 259 - 266

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Published online: Jul 28, 2022

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Peter D. Nardini, M.ASCE [email protected]
1Associate Principal, Simpson Gumpertz & Heger, Inc., Waltham, MA. Email: [email protected]
Mehdi S. Zarghamee, F.ASCE [email protected]
2Senior Principal, Simpson Gumpertz & Heger, Inc., Waltham, MA. Email: [email protected]

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