MULTIPLE PROTECTION DESIGN FOR DURABLE CONCRETE BRIDGE DECK IN COLD REGIONS-Reference-Cited by-同舟云学术

MULTIPLE PROTECTION DESIGN FOR DURABLE CONCRETE BRIDGE DECK IN COLD REGIONS

Published:2017 Issue:1 Volume:5 Page:68-77
ISSN:2187-5103
Container-title:Journal of JSCE
language:en
Short-container-title:Journal of JSCE

Author:

TANAKA Yasushi¹,ISHIDA Tetsuya²,IWAKI Ichiro³,SATO Kazunori⁴

Affiliation:

1. Inst., Industrial Science, The University of Tokyo

2. Dept. of Civil Eng., The University of Tokyo

3. College of Eng., Nihon University

4. Tohoku Regional Bureau, Ministry of Land, Infrastructure and Transport

Publisher

Japan Society of Civil Engineers

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.jstage.jst.go.jp/article/journalofjsce/5/1/5_68/_pdf

Reference13 articles.

1. 1) Earthquake Memorial Museum, Tohoku Regional Bureau, http://infra-archive311.jp/en/s-fukkoudouro.html

2. 2) Tamakoshi, T., Yokoi, Y. and Ishino, M. : Degradation characteristic of concrete members of Japanese highway bridges based on periodic inspection data, Concrete Research and Technology, Vol. 25, pp. 167-180, 2014.

3. 3) Code PLATFORM ver. 1, JSCE, 2003.

4. 4) Ishikawa, Y., Kubo, Y., Yokoyama, H. and Deguchi, K. : Field survey of the influence of de-icing salt on concrete structures, Proceedings of the JCI, Vol. 34, No. 1, pp. 766-771, 2012.

5. 5) K. Yokoyama, N. Inaba and T. Yamane : Simulation of chloride ion penetration into concrete structures due to deicing salts, Proceedings of the JCI, Vol. 28, No. 1, pp. 881-886, 2006.

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