Freeze-thaw Resistance of Concrete using Ground Granulated Blast-furnace Slag and Blast-furnace Slag Sand in Salt Water

Author:

Ayano Toshiki1,Fujii Takashi1,Okazaki Kanako2

Affiliation:

1. Faculty of Environmental, Life, Natural Science and Technology, Okayama University, 1-1 Tsushima-naka 3-chome, Kita-ku, Okayama City, Okayama Prefecture 700-8530, Japan.

2. Division of Social Engineering and Environmental Management, Graduate School of Environmental and Life Science, Okayama University, 1-1 Tsushima-naka 3-chome, Kita-ku, Okayama City, Okayama Prefecture 700-8530, Japan.

Publisher

Japan Concrete Institute

Reference46 articles.

1. 1) AIJ, (2013). “Recommendation for practice of concrete with blast furnace slag fine aggregate.” Tokyo: Architectural Institute of Japan. (in Japanese)

2. 2) 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.

3. 3) Badaway, S. M., (2016). “Laboratory freezing desalination of seawater.” Desalination and Water Treatment, 57(24), 11040-11047.

4. 4) Blachere, J. R. and Young, J. E., (1976). “The freezing point of water in porous glass.” Journal of the American Ceramic Society, 55(6), 306-308.

5. 5) CSJ, (2021). “Handbook of chemistry: Pure chemistry.” 6th ed. Tokyo: Maruzen Publishing and The Chemical Society of Japan. (in Japanese)

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