Chapter
Aug 6, 2020
Pipelines 2020

Bonded or Unbonded Liners? How Longitudinal Bending Impacts Pipe Lining Design and Performance

Publication: Pipelines 2020

ABSTRACT

This paper addresses longitudinal design aspects associated with gravity-flow and pressure pipe lining applications and their impact on product selection and performance. Current industry standard design methods are predominantly based on hoop performance while longitudinal checks are limited to the axial direction without consideration to bending. Information will be presented on projects where cured-in-place pipe (CIPP) was utilized and longitudinal bending due to frost heave, expansive soils, and settlement occurred. Demonstration testing utilized to determine design limitations, recommended repair methods, and subsequent recommendations on future projects will also be discussed.

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REFERENCES

American Water Works Association (AWWA) Committee Report Structural Classifications of Pressure Pipe Linings: Suggested Protocol for Product Classification (2019).
American Society for Testing and Materials (ASTM), “Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube” (2016).
American Water Works Association Manual of Water Supply Practices No. 28, Rehabilitation of Water Mains, Third Edition (2014).
Makar, J.M., Desnoyers, R. and McDonald, S.E. (2001). “Failure Modes and Mechanisms in Gray Cast Iron Pipe.” Institute for Research in Construction, National Research Council Canada, Ottawa, Ontario, Canada. www.nrc.ca/irc/ircpubs.

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Published In

Go to Pipelines 2020
Pipelines 2020
Pages: 263 - 270
Editors: J. Felipe Pulido, OBG, Part of Ramboll and Mark Poppe, Brown and Caldwell
ISBN (Online): 978-0-7844-8319-0

History

Published online: Aug 6, 2020
Published in print: Aug 6, 2020

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Authors

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David P. Kozman [email protected]
P.E.
HammerHead Trenchless, Lake Mills, WI. Email: [email protected]

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