Improving the Quality of Recycled Fine Aggregate by Selective Removal of Brittle Defects
Author:
Affiliation:
1. Electric & Nuclear Powers Technology Department, Taiheiyo Consultant Co., Ltd., Sakura, Chiba-Pref., Japan.
2. Graduate School of Engineering, Hokkaido University, Sapporo, Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/10/12/10_395/_pdf
Reference52 articles.
1. Abe, M., (1997). “Recycled aggregate for concrete.” Concrete Journal, 35(7), 42-47. (in Japanese)
2. Aqil, U., Tatsuoka, F., Uchimura, T., Lohani, T. N., Tomita, Y. and Matsushima, K., (2005). “Strength and deformation characteristics of recycled concrete aggregate as a backfill material.” Soils and Foundations, 45(5), 53-72.
3. BS8500-2., (2006). “Aggregates.” Commentary on fine RCA and fine RA, 4.3
4. Chemical industry company., (2000). “Crush” Factory Operation Series, (1), 270-279. (in Japanese)
5. Chidiroglou, I., Goodwin, A. K. and Laycock, E., (2006). “Particle shape of crushed concrete.” Concrete International, (49), 336-341.
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