Reliability based failure assessment of deteriorated cast iron pipes lined with polymeric liners-Reference-Cited by-同舟云学术

Reliability based failure assessment of deteriorated cast iron pipes lined with polymeric liners

Published:2022-02-09 Issue: Volume: Page:1-14
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Fu Guoyang¹,Shannon Benjamin¹,Azoor Rukshan¹,Ji Jian²,Deo Ravin¹,Kodikara Jayantha¹^ORCID

Affiliation:

1. Department of Civil Engineering, Monash University, Clayton, Australia

2. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2022.2035404

Reference43 articles.

1. Allouche, E. N. & Moore, I. D. (2005). Experimental and numerical evaluations of a close-fit liner under varying internal pressure conditions. Final Report, pp. 1–30. Hamilton, Ontario: Hamilton City Council.

2. American Water Works Association (AWWA) M45. (2013). Fiberglass pipe design. Denver, CO: American Water Works Association.

3. American Water Works Association (AWWA). (2019). Structural classification of pressure pipe linings-suggested protocol for product classification. Denver, CO: American Water Works Association.

4. American Water Works Association M28. (2014). Rehabilitation of water mains. Third edition, manual of water supply practices. Denver, CO: American Water Works Association.

5. ASTM D2990-01 (2001). Standard test methods for tensile, compressive, and flexural creep and creep-rupture of plastics. West Conshohocken, PA: ASTM International.

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