Abstract

This paper discusses the main causes of the severe deterioration of prestressed concrete cylinder pipes (PCCPs) used for potable water distribution in northeastern Morocco. A diagnostic study and in situ and laboratory tests were performed to gain some insight into the causes of the deterioration of PCCPs. Overall, it was found that the failure of PCCPs in the region is primarily the result of improper pipe joint installations, which allow water to leak from the pipes, allowing chlorides in the mortar coating to reach the prestressing wires inside the pipes and causing their corrosion. The mortar used to spray the prestressing wires was found to have been contaminated with chlorides during mixing by way of the mixing water, sand, and/or aggregates. The presence of sulfate ions in the mortar coating and the cyclical wetting and drying conditions of the region further accelerated corrosion rates. It was also found that poor bedding of pipes in the region’s marl soil resulted in differential settlement, causing high stress at joints, leading to cracking of the mortar coatings and corrosion of the prestressing wires and cylinders. The soil surrounding the pipes was, however, not found to be aggressive and there was no groundwater (at the buried depth of the PCCPs of approximately 2 m). The overall durability exposure class for the region was identified both as “cyclic wet and dry” and “moderately aggressive chemical environment” according to the Moroccan and European concrete standards.

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Data Availability Statement

The data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors would like to thank the National Office of Electricity and Drinking Water (ONEE) committee of Morocco for their financial support. The authors also greatly appreciate the support received through the collaborative work undertaken with field managers and other representatives.

References

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Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 13Issue 2May 2022

History

Received: Apr 12, 2021
Accepted: Dec 13, 2021
Published online: Jan 31, 2022
Published in print: May 1, 2022
Discussion open until: Jun 30, 2022

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Ph.D. Student, Laboratoire des Matériaux avancés et Génie des procédés, Faculty of Science, Ibn Tofail Univ., BP. 133, Kenitra 14000, Morocco (corresponding author). ORCID: https://orcid.org/0000-0003-4815-8512. Email: [email protected]
Mohamed Ebn Touhami, Ph.D. [email protected]
Professor and Dean, Laboratoire des Matériaux avancés et Génie des procédés, Faculty of Science, Ibn Tofail Univ., BP. 133, Kenitra 14000, Morocco. Email: [email protected]
Junior Engineer, Construction Daniel Dargis Inc., 5600 Hochelaga Est., #140, Montreal, QC, Canada H1N 3L7. ORCID: https://orcid.org/0000-0003-2405-0005. Email: [email protected]
Hanane Benqlilou, Ph.D.
Technical Assistance Manger, National Office of Electricity and the Potable Water, International Institute for Water and Sanitation, Bouregreg Treatment Plant, BP Rabat-Chellah, Rabat 10002, Morocco.
Adil Ejbouh [email protected]
Ph.D. Student, Laboratoire des Matériaux avancés et Génie des procédés, Faculty of Science, Ibn Tofail Univ., BP. 133, Kenitra 14000, Morocco. Email: [email protected]

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  • Durability assessment of LC3-based reinforced concrete under combined chloride-sulfate environment via the EIS technique, Construction and Building Materials, 10.1016/j.conbuildmat.2022.130194, 366, (130194), (2023).

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