Abstract
AbstractIt has been reported that structures to which impressed current cathodic protection (ICCP) has been applied for a long period have displayed evidence of residual protection when ICCP has been halted, ranging from several days up to significantly longer periods. To study this phenomenon this paper reports the de-activation of a 20 years old ICCP system installed on a 55 years old wharf structure. The ICCP was de-activated for 84 days and the reinforcing steel potentials at locations on the front pile cap and front wall were monitored via the existing installed reference electrodes (RE). The results showed that all the RE installed in the structure initially demonstrated a positive shift in potential, with 61% maintaining a positive trend over the entire trial period.
Funder
Royal Melbourne Institute of Technology
Publisher
Springer Science and Business Media LLC
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Reference24 articles.
1. Broomfield JP (2007) Corrosion of steel in concrete, 2nd edn. Taylor & Francis, London
2. Neville AM (2011) Properties of concrete, 5th edn. Longman Scientific & Technical, England
3. Glass G, Buenfeld NR (2000) Chloride-induced corrosion of steel in concrete. Prog Struct Eng Mater 2(4):448–458
4. Angst U et al (2009) Critical chloride content in reinforced concrete - a review. Cem Concr Res 39(12):1122–1138
5. Pacheco-Torgal,F et al (2017) Eco-efficient repair and rehabilitation of concrete infrastructures. In: Woodhead publishing series in civil and structural engineering, Elsevier Science and Technolog, San Diego
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