41 Year Long-Term Durability of High Volume Blast-Furnace Slag Cement Concrete-Reference-Cited by-同舟云学术

41 Year Long-Term Durability of High Volume Blast-Furnace Slag Cement Concrete

Published:2021-03-24 Issue:3 Volume:19 Page:248-258
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Hashimoto Manabu¹,Kurata Kazuhide¹,Ohtsuka Yusuke²,Dan Yasuhiro²

Affiliation:

1. Kajima Corporation, Tokyo, Japan.

2. Nippon Steel Blast Furnace Slag Cement Co., Ltd, Fukuoka, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/19/3/19_248/_pdf

Reference58 articles.

1. 1) Anzai, T., Nishikawa, M., Ikeo, Y. and Sakai, E., (2009). “Hydration reaction analysis of cement having high blast-furnace slag.” Cement Science and Concrete Technology, 63, 22-27. (in Japanese)

2. 2) Ashish, D. K., Singh, B. and Verma, S. K., (2016). “The effect of attack of chloride and sulphate on ground granulated blast furnace slag concrete.” Advances in concrete construction, 4(2), 107-121.

3. 3) Ayano, T. and Fujii, T., (2021). “Improvement of concrete properties using granulated blast furnace slag sand.” Journal of Advanced Concrete Technology, 19(2), 118-132.

4. 4) Bahador, S. D., Tze, Y. D. L. and Susanto, T., (2014). “Durability Properties and microstructure of ground granulated blast furnace slag cement concrete.” International Journal of Concrete Structures and Materials, 8, 157-164.

5. 5) Cabrera, J. A., Escalante, J. I. and Castro, P., (2016). “Compression resistance of concretes with blast furnace slag. Re-visited state-of-the-art.” Revista ALCONPAT, 6(1), 64-83.

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