The Development of Highly Durable Concrete Using Classified Fine Fly Ash in Hokuriku District

Author:

Hashimoto Tohru1,Torii Kazuyuki2

Affiliation:

1. Civil Engineering Division, Hokuriku Electric Power Company, Toyama, Japan.

2. Department of Environmental Design, Faculty of Environmental Design, Institute of Science and Engineering, Kanazawa University, Kanazawa, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference15 articles.

1. Choi, D.-U. and Lee, S.-H., (2013). “Low carbon green growth and sustainable concrete technologies in Korea.” 1st Int. Conf. on Concrete Sustainability, Program & Papers / Abstracts, 123-128.

2. Daidai, T. and Torii, K., (2008). “A proposal for rehabilitation of ASR-affected bridge piers with fractured steel bars.” Proc. of 13th Inter. Conf. on Alkali-aggregate Reaction in Concrete, 42-49.

3. Hirono, S. and Torii, K., (2012). “The alkali-silica reactivity of representative andesite aggregates produced in Hokuriku district and its mitigation mechanisms by fly ashes.” Cement Science and Concrete Technology, 66, 249-256. (in Japanese)

4. Hirono, S. and Torii, K., (2013). “An assessment on mitigation effect of ASR in fly ash-bearing mortars with andesite stones by ASTM C 1260.” Journal of the Society of Materials Science, Japan, 62(8), 498-503. (in Japanese)

5. Hong, S. Y. and Glasser, F. P., (1999). “Alkali building in cement pastes Part I. The C-S-H phase.” Cement and Concrete Research, 29, 1893-1903.

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