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

References

• 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.
   Google Scholar
• American Water Works Association (AWWA) M45. (2013). Fiberglass pipe design. Denver, CO: American Water Works Association.
   Google Scholar
• American Water Works Association (AWWA). (2019). Structural classification of pressure pipe linings-suggested protocol for product classification. Denver, CO: American Water Works Association.
   Google Scholar
• American Water Works Association M28. (2014). Rehabilitation of water mains. Third edition, manual of water supply practices. Denver, CO: American Water Works Association.
   Google Scholar
• ASTM D2990-01 (2001). Standard test methods for tensile, compressive, and flexural creep and creep-rupture of plastics. West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM D2992. (2018). Standard practice for obtaining hydrostatic or pressure design basis for "fiberglass" (glass-fiber-reinforced thermosetting-resin) pipe and fittings. West Conshohocken, PA: ASTM International, pp. 1–10.
   Google Scholar
• ASTM D3039/D3039M. (2017). Standard test methods for tensile properties of polymer matrix composite materials. ASTM D3039. West Conshohocken, PA: ASTM International, pp. 1–13.
   Google Scholar
• ASTM D638. (2014). Standard test method for tensile properties of plastics. ASTM D638. West Conshohocken, PA: ASTM International, pp. 1–17
   Google Scholar
• ASTM F1216. (2016). Standard practice for rehabilitation of existing pipelines and conduits by the inversion and curing of a resin-impregnated tube. ASTM F1216. West Conshohocken, PA: ASTM International, pp. 1–8.
   Google Scholar
• ASTM F2207. (2013). Standard specification for cured-in-place pipe lining system for rehabilitation of metallic gas pipe. ASTM F2207. West Conshohocken, PA: ASTM International, pp. 1–20.
   Google Scholar
• Azoor, R. M., Deo, R. N., Birbilis, N., & Kodikara, J. K. (2018). Coupled electro-chemical-soil model to evaluate the influence of soil aeration on underground metal pipe corrosion. Corrosion, 74(11), 1177–1191. doi:10.5006/2860
   Web of Science ®Google Scholar
• Brown, M., Fam, A., & Moore, I. D. (2008). Material characterization of a composite polymer liner for rehabilitation of pressure pipelines. Polymer Engineering & Science, 48(7), 1231–1239. doi:10.1002/pen.20975
   Web of Science ®Google Scholar
• Brown, M., Moore, I. D., & Fam, A. (2014). Performance of a cured-in-place pressure pipe liner passing through a pipe section without structural integrity. Tunnelling and Underground Space Technology, 42, 87–95. doi:10.1016/j.tust.2014.01.005
   Web of Science ®Google Scholar
• Caleyo, F., Velázquez, J. C., Valor, A., & Hallen, J. M. (2009). Probability distribution of pitting corrosion depth and rate in underground pipelines: A Monte Carlo study. Corrosion Science, 51(9), 1925–1934. doi:10.1016/j.corsci.2009.05.019
   Web of Science ®Google Scholar
• Cole, I., & Marney, D. (2012). The science of pipe corrosion: A review of the literature on the corrosion of ferrous metals in soils. Corrosion Science, 56, 5–16. doi:10.1016/j.corsci.2011.12.001
   Web of Science ®Google Scholar
• Deo, R., Rathnayaka, S., Zhang, C. S., Fu, G. Y., Shannon, B., Wong, L., & Kodikara, J. (2019). Characterisation of corrosion morphologies from deteriorated underground cast iron water pipes. Materials and Corrosion, 70(10), 1837–1851. doi:10.1002/maco.201910906
   Web of Science ®Google Scholar
• Doherty, I., Downey, D., Macey, C., Rahaim, K., & Sarrami, K. (2015). NASTT’s Cured-In_ Place_Pipe (CIPP) good practices guidelines. 1st ed. Cleveland, OH: North American Society for Trenchless Technology.
   Google Scholar
• Ellison, D., Sever, F., Oram, P., Lovins, W., Romer, A., Duranceau, S. J. & Bell, G. (2010). Global review of spray-on structural lining technologies. Report no. 4095. Denver, CO: The Water Research Foundation.
   Google Scholar
• Fu, G. Y., Shannon, B., Deo, R., Azoor, R. & Kodikara, J. (2021a). An equation for hole-spanning design of underground cast iron pipes lined with polymeric liners. Tunneling and Underground Space Technology.
   Web of Science ®Google Scholar
• Fu, G. Y., Shannon, B., Deo, R., Azoor, R., & Kodikara, J. (2021b). Equations for gap-spanning design of underground cast iron pipes lined with thermosetting polymeric liners. Tunnelling and Underground Space Technology, 119(3), 104234. doi:10.1016/j.tust.2021.104234
   Google Scholar
• Fu, G. Y., Shannon, B., Rathnayaka, S., Deo, R., & Kodikara, J. (2020). State of the art literature review on CIPP liners. CRC Project: Smart Lining for Pipe and Infrastructure, pp. 1–80. (https://waterportal.com.au/smartlinings/images/Deliverables/2A2_-_Literature_Review_-_Cured-In-Place-Pipe_CIPP.pdf).
   Google Scholar
• Fu, G. Y., Shannon, B., Rathnayaka, S., Deo, R., Zhang, C. S., & Kodikara, J. (2019). Numerical study on the effect of defects on the performance of spray lined cast iron pipes. In No-dig down under 2019, Melbourne, Australia, pp. 1–8.
   Google Scholar
• Guan, S. H., Allouche, E. N., Baumert, M. E., Sterling, R. L., & Bainbridge, K. (2007, April 15–20). Numerical & experimental examination of the long-term performance of a CIPP pressure pipe liner. In Proceedings NO-DIG 2007, NASTT, San Diego, CA, 10 pages.
   Google Scholar
• ISO 11295. (2017). Classification and information on design and applications of plastics piping systems used for renovation and replacement. Technical Committee: ISO/TC 138/SC 8, rehabilitation of pipeline systems.
   Google Scholar
• Jaganathan, A., Allouche, E., & Baumert, M. (2007). Experimental and numerical evaluation of the impact of folds. Tunnelling and Underground Space Technology, 22(5–6), 666–678. doi:10.1016/j.tust.2006.11.007
   Web of Science ®Google Scholar
• Jaganathan, A., Yestrebsky, T., Winiewicz, T., & Allouche, E. (2015). Case study from application of high-resolution ultra-wideband radar for QC/QA analysis of trenchless pipe rehabilitation and pipeline condition assessment. In Pipelines 2015. doi:10.1061/9780784479360.101
   Google Scholar
• Jiang, R., Shannon, B., Deo, R. N., Rathnayaka, S., Hutchinson, C. R., Zhao, X. L., & Kodikara, J. (2017). Classification of major cohorts of Australian pressurised cast iron water mains for pipe renewal. Australasian Journal of Water Resources, 21(2), 77–88. doi:10.1080/13241583.2017.1402979
   Web of Science ®Google Scholar
• Knight, M. A., & Sarrami, K. (2006, March 26–28). Third party evaluation of the AQUA-PIPE watermain rehabilitation product. In North America Society of Trenchless Technology Proceedings NoDig, Nashville TN.
   Google Scholar
• Knight, M. A., & Bontus, G. (2018, July 15–18). Pressure testing of CIPP liners to failure. In Proceedings of Pipelines 2018, Toronto, Ontario, Canada. doi:10.1061/9780784481653.048
   Google Scholar
• Marcino, S., & Blate, M. (2015, April 23). Structural lining for water mains. In PA-AWWA Annual Conference.
   Google Scholar
• Melchers, R. E. (2014). Long-term immersion corrosion of steels in seawaters with elevated nutrient concentration. Corrosion Science, 81, 110–116. doi:10.1016/j.corsci.2013.12.009
   Web of Science ®Google Scholar
• Melchers, R. E. (1999). Structural reliability analysis and prediction. Brisbane, Australia: John Wiley & Sons.
   Google Scholar
• Moore, G. (2010). Corrosion challenges-Urban water industry, in a report on the impact of failure of infrastructure assets through corrosion as a result of current practices and skilling in the Australian mainland urban water and Naval defence sectors. Preston, Victoria: The Australian Corrosion Association Inc.
   Google Scholar
• Moore, I. (2019). Engineering ensembles: Addressing technology challenges through research collaborations. No-dig down under 2019, Melbourne, Australia, 1–11
   Google Scholar
• Nowak, A. S., & Collins, K. R. (2012). Reliability of structures. Boca Raton, FL: CRC Press.
   Google Scholar
• Petersen, R. B. & Melchers, R. E. (2014). Long term corrosion of buried cast iron pipes in native soils. In Proceedings of the Annual Conference of the Australasian Corrosion Association, Darwin, Australia.
   Google Scholar
• Rajani, B., & Makar, J. (2000). A methodology to estimate remaining service life of grey cast iron water mains. Canadian Journal of Civil Engineering, 27(6), 1259–1272. doi:10.1139/l00-073
   Web of Science ®Google Scholar
• Rajeev, P., Kodikara, J., Robert, D., Zeman, P., & Rajani, B. (2014). Factors contributing to large diameter water pipe failure. Water Asset Management International, 10(3), 9–14.
   Google Scholar
• Riahi, A. M. (2015). Short-term and long-term mechanical properties of CIPP liners [M.S. thesis]. University of Waterloo.
   Google Scholar
• Romanoff, M. (1964). Exterior corrosion of cast-iron pipe. Journal - American Water Works Association), 56(9), 1129–1143. doi:10.1002/j.1551-8833.1964.tb01314.x
   Google Scholar
• Shannon, B., Fu, G. Y., Azoor, R., Deo, R., & Kodikara, J. (2021). Long-term cured-in-place pipe (CIPP) testing. Journal of Materials in Civil Engineering, under Review.
   Web of Science ®Google Scholar
• Sheikh, A. K., Boah, J. K., & Hansen, D. A. (1990). Statistical modeling of pitting corrosion and pipeline reliability. CORROSION, 46(3), 190–197. doi:10.5006/1.3585090
   Web of Science ®Google Scholar
• Valor, A., Caleyo, F., Hallen, J. M., & Velazquez, J. C. (2013). Reliability assessment of buried pipelines based on different corrosion rate models. Corrosion Science, 66, 78–87. doi:10.1016/j.corsci.2012.09.005
   Web of Science ®Google Scholar