Fundamental Study on Properties of Small Particle Size Porous Concrete

Author:

Hatanaka Shigemitsu1,Mishima Naoki1,Maegawa Akihiro2,Sakamoto Eisuke3

Affiliation:

1. Division of Architecture, Graduate School of Engineering, Mie University, Japan.

2. Manufacturing Technology Research Section, Mie Prefecture Industrial Research Institute, Japan.

3. Department of Civil Engineering and Architecture, Maizuru National College of Technology, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference32 articles.

1. Chindaprasirt, P., Hatanaka, S., Chareerat, T., Mishima, N. and Yuasa, Y., (2008). “Cement paste characteristics and porous concrete properties.” Construction and Building Materials, 22(5), 894-901.

2. Chindaprasirt, P., Hatanaka, S., Mishima, N., Yuasa, Y. and Chareerat, T., (2009). “Effect of binder strength and aggregate size on the compressive strength and void ratio of porous concrete.” International Journal of Minerals, Metallurgy and Materials, 16(6), 714-719.

3. Fujiwara, H., Tomita, R., Okamoto, T., Dozono, A. and Okabe, A., (1998). “Properties of high-strength porous concrete.” ACI Special publication, 179, 173-188.

4. Ghafoori, N., (1995). “Development of no-fines concrete pavement applications.” Journal of Transportation Engineering, 121(3), 283-288.

5. Hatanaka, S., Mishima, N. and Yuasa, Y., (2005). “Experimental study on effects of binder strength and aggregate size on relationship between compressive strength and void ratio of porous concrete.” Journal of Structure and Construction Engineering, Architectural Institute of Japan, 594, 17-23. (in Japanese)

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