Estimation of Corrosion Risk Using Concrete Electrical Resistivity Model-Reference-Cited by-同舟云学术

Estimation of Corrosion Risk Using Concrete Electrical Resistivity Model

Published:2022-06-28 Issue:6 Volume:20 Page:389-403
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Suzuki Mika¹,Ishida Tetsuya²

Affiliation:

1. Infrastructure Technology Research Department, Taisei Advanced Center of Technology, Taisei Corporation, Japan.

2. Department of Civil Engineering, School of Engineering, The University of Tokyo, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/20/6/20_389/_pdf

Reference54 articles.

1. 1) Cavalier, P. G., and Vassie, P. R., (1981). “Investigation and repair of reinforcement corrosion in a bridge deck.” Proceedings of the Institution of Civil Engineers, Part 1, 70(3), 461-480.

2. 2) Chrisp, T. M., McCater, W. J., Sterrs, G., Basheer, P. A. M. and Blewett, J., (2002). “Depth-related variation in conductivity to study cover-zone concrete during wetting and drying.” Cement and Concrete Composites, 24, 415-426.

3. 3) Dawson, J. L., (1983). “Corrosion monitoring of steel in concrete.” In: A. P. Crane, Ed. Corrosion of Reinforcement in Concrete Construction. Chichester, UK: Ellis Horwood, 175-199.

4. 4) Ehara, A., Minagawa, H. and Hisada, M., (2008). “Relationship between electric resistivity and diffusion coefficient of chloride ion in mortar.” Proceedings of the Japan Concrete Institute, 30(1), 279-284. (in Japanese)

5. 5) Elakneswaran, Y., Iwasa, A., Nawa, T., Sato, T. and Kurumisawa, K., (2010). “Ion-cement hydrate interactions govern multi-ionic transport model for cementitious materials.” Cement and Concrete Research, 40, 1756-1765.

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