Performance evaluation of reinforced concrete tunnel suffering chloride attack

J. H. Wang, M. Nakano, H. Tanaka, K. Matsuyama, A. Koizumi

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    1 Citation (Scopus)

    Abstract

    Many tunnels experience structural performance degradation due to various deteriorations, and require appropriate performance-based maintenance. This paper presents a procedure to evaluate the structural performance of a deteriorating structure by using a major deterioration analysis method and Markov process-based stochastic method. The proposed procedure was successfully applied to evaluating a RC road tunnel suffering severe chloride damage, and satisfactory results were achieved in terms of the structural performance and duration of each grade evaluated according to the analysis of the chloride-induced rebar corrosion and stochastic method.

    Original languageEnglish
    Title of host publicationLife-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016
    PublisherCRC Press/Balkema
    Pages1815-1822
    Number of pages8
    ISBN (Print)9781138028470
    Publication statusPublished - 2017
    Event5th International Symposium on Life-Cycle Engineering, IALCCE 2016 - Delft, Netherlands
    Duration: 2016 Oct 162016 Oct 20

    Other

    Other5th International Symposium on Life-Cycle Engineering, IALCCE 2016
    CountryNetherlands
    CityDelft
    Period16/10/1616/10/20

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    ASJC Scopus subject areas

    • Civil and Structural Engineering
    • Safety, Risk, Reliability and Quality

    Cite this

    Wang, J. H., Nakano, M., Tanaka, H., Matsuyama, K., & Koizumi, A. (2017). Performance evaluation of reinforced concrete tunnel suffering chloride attack. In Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016 (pp. 1815-1822). CRC Press/Balkema.