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