Crack Resistance under Compressive Stress of Concrete Made Using Granulated Blast-furnace Slag Sand
Author:
Affiliation:
1. Graduate School of Science and Technology, Kumamoto University, 2-39-1 Kurokami, Chuo-Ward, Kumamoto 860-8555, Japan.
2. Faculty of Advanced Science and Technology, Kumamoto University, 2-39-1 Kurokami, Chuo-Ward, Kumamoto 860-8555, Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/21/1/21_17/_pdf
Reference24 articles.
1. 1) 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.
2. 2) Ayano, T., Fujii, T., Niitani, K., Takahashi, K. and Hosotani, K., (2017). “Improvement of durability of precast concrete member by granulated blast furnace slag sand.” Journal of Disaster Research, 12(3) 456-469.
3. 3) Farooq, M. A., Sato, Y., Ayano, T. and Niitani K., (2017). “Experimental and numerical investigation of static and fatigue behavior of mortar with blast furnace slag sand as fine aggregate in air and water.” Construction and Building Materials, 143, 429-443.
4. 4) Hashimoto, R. and Onoue, K., (2022a). “Crack resistance of concrete using granulated blast furnace slag sand under compressive stress.” Proceedings of the Japan Concrete Institute, 44, 338-393. (in Japanese)
5. 5) Hashimoto, R. and Onoue, K., (2022b). “Crack resistance of concrete using granulated blast furnace slag sand under flexural stress.” Proceedings of the 76th Conference of the Japan Cement Association, 86-87. (in Japanese).
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