Abstract

This work deals with the corrosion evaluation of steel rebars in an underground water-storage tank using visual inspection, half-cell potential, and electrochemical impedance spectroscopy (EIS). The studied case has a service life of 65 years. From the inside, red stains were observed on the roof of the tank, and some cracks, as well as spalling of the concrete’s cover, raised suspicion of corrosion damage. Twenty-seven points on the tank’s roof were selected to drill out cores for further investigation. Measurements of the chloride penetration in the roof showed that the bottom part of the roof that was exposed to greater humidity and chloride-laden vapor was at risk of heavy corrosion. EIS studies of the steel rebars at different depths confirmed that those located in the upper part of the roof still have appropriate resistance to corrosion, but the lower ones exhibited a high corrosion rate. As a result, a repair of at least 12 cm in depth of the bottom of the roof and the installation of a proper ventilation system inside the tank were recommended.

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Data Availability Statement

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

Acknowledgments

This research was partially supported by Mashhad Water and Waste Water Company under research Grant No. 97338119. The support of the Ferdowsi University of Mashhad and Foundation for Science and Technology, Civil Engineering Research and Innovation for Sustainability (CERIS) Research Center, and Instituto Superior Técnico is also acknowledged.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 34Issue 4August 2020

History

Received: Apr 10, 2019
Accepted: Mar 5, 2020
Published online: May 26, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 26, 2020

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M.Sc. Student, Dept. of Metallurgical and Materials Engineering, Faculty of Engineering, Ferdowsi Univ. of Mashhad, Mashhad 91775-1111, Iran. ORCID: https://orcid.org/0000-0003-2014-1057. Email: [email protected]
Saeid Ghorbani [email protected]
Ph.D. Student, Magnel-Vandepitte Laboratory, Dept. of Structural Engineering and Building Materials, Faculty of Engineering and Architecture, Ghent Univ., Tech Lane Ghent Science Park, Campus A, Technologiepark Zwijnaarde 60, B-9052 Gent, Belgium. Email: [email protected]
Reza Johari Teymoori [email protected]
M.Sc. Student, Dept. of Metallurgical and Materials Engineering, Faculty of Engineering, Ferdowsi Univ. of Mashhad, Mashhad 91775-1111, Iran. Email: [email protected]
Mehrdad Hoseinpoor [email protected]
M.Sc. Student, Dept. of Metallurgical and Materials Engineering, Faculty of Engineering, Ferdowsi Univ. of Mashhad, Mashhad 91775-1111, Iran. Email: [email protected]
Ali Davoodi [email protected]
Associate Professor, Dept. of Metallurgical and Materials Engineering, Faculty of Engineering, Ferdowsi Univ. of Mashhad, Mashhad 91775-1111, Iran. Email: [email protected]
Arash Raouf Sheibani [email protected]
Research Engineer, Tousab Consulting and Engineering Company, Payam St., Mashhad 91775-1569, Iran. Email: [email protected]
Mohammadreza Mohammadi [email protected]
Research Engineer, Mashhad Water and Waste Water Company, Ershad St., Mashhad 91735-1139, Iran. Email: [email protected]
Jorge de Brito [email protected]
Professor, Dept. of Civil Engineering, Architecture and Georresources, Instituto Superior Técnico, Universidade de Lisboa, Lisbon 1042-001, Portugal (corresponding author). Email: [email protected]

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