Chapter
Apr 26, 2012
Rehabilitation of Fully Deteriorated Rigid Pipes by Flexible and Rigid Liners
Publication: Pipelines 2001: Advances in Pipelines Engineering and Construction
Abstract
This paper addresses appropriate analytical models for both flexible and rigid liner designs for the fully deteriorated pipe condition. The results of tests conducted in the Buried Structures Laboratory at Utah State University on one flexible and one rigid liner in cracked concrete pipes are reviewed and are shown to support the analytical models developed. Also, two little known (in the USA) reports on tests conducted in the UK in the early 1980s are reviewed and used to illuminate the technical issues under discussion. Unresolved issues are highlighted and the need for well-conceived and controlled experimental research is discussed.
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Published In
Pipelines 2001: Advances in Pipelines Engineering and Construction
Pages: 1 - 12
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© 2001 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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George McAlpine
M.ASCE
President & CEO, Danby of North America, Inc. P.O. Box 5127, Cary, NC 27512
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.