Design and Digital Performance of Steel Composite Liner (SCL) Renewal of PCCP from Full-Scale Testing and Finite Element Modeling
Author:
Affiliation:
1. Engineering Manager, Structural Technologies, Columbia, MD.
2. Vice President, Structural Technologies, Columbia, MD.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784483626.025
Reference7 articles.
1. Rocca S. Alkhrdaji T. and Frye M. (2013). “Rehabilitation of 120 Inch PCCP at a New Mexico Power Plant Using CFRP and Strong Pipe Hybrid FRP Systems.” ASCE Pipelines 2013: Pipelines and Trenchless Construction and Renewals—A Global Perspective: p.747-756 Fort Worth TX 2013.
2. Alkhrdaji T. Rocca S. and Galati N. (2013) “PCCP Rehabilitation Using Advanced Hybrid FRP Composite Liner ASCE Pipelines 2013: Pipelines and Trenchless Construction and Renewals—A Global Perspective: p. 672-681 Fort Worth TX 2013.
3. Alkhrdaji T. Rocca S. and Thomas J. (2012) “The Development of a Novel Steel Reinforced Composite (SRC) Liner for the Rehabilitation of Deteriorated PCCP” ASCE Pipelines 2012: Innovations in Design Construction Operations and Maintenance Miami FL 2012.
4. Alkhrdaji T. Rocca S. and Frye M. (2012) “The Design and Construction Considerations for PCCP Rehabilitation Using FRP Composites” ASCE Pipelines 2012: Innovations in Design Construction Operations and Maintenance Miami FL 2012.
5. Computational Modeling of the Structural Failure of Prestressed Concrete Cylinder Pipe under Internal and External Loading;Hajali M.;Journal of Structure and Infrastructure Engineering
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1. Development and Testing of an AWWA Class IV Lining System: Steel Composite Lining System;Pipelines 2023;2023-08-10
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