Quality Improvement Techniques for Recycled Concrete Aggregate: A review

Author:

Shaban Wafaa Mohamed1,Yang Jian1,Su Haolin1,Mo Kim Hung2,Li Lijuan3,Xie Jianhe3

Affiliation:

1. School of Naval Architecture, Ocean and Civil Engineering, State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, Shanghai 200240, China.

2. Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia.

3. School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, Guangdong, China.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference102 articles.

1. 1) Abbas, A., Fathifazl, G., Burkan Isgor, O., Razaqpur, A. G., Fournier, B. and Foo, S., (2008). “Proposed method for determining the residual mortar content of recycled concrete aggregates.” J. ASTM Int., 5(1), 1-12.

2. 2) Abd Elhakam, A., Mohamed, A. E. and Awad, E., (2012). “Influence of self-healing, mixing method and adding silica fume on mechanical properties of recycled aggregates concrete.” Constr. Build. Mater., 35, 421-427.

3. 3) Abdel-Hay, A. S., (2017). “Properties of recycled concrete aggregate under different curing conditions.” HBRC J., 13(3), 271-276.

4. 4) Achal, V., Mukherjee, A., Basu, P. C. and Reddy, M. S., (2009). “Lactose mother liquor as an alternative nutrient source for microbial concrete production by Sporosarcina pasteurii.” J. Ind. Microbiol. Biotechnol., 36(3), 433-438.

5. 5) ACI Committee 555, (2001). “Removal and reuse of hardened concrete.” ACI 555R-01, ACI committee 555 report, American Concrete Institute, Farmington Hills, Michigan.

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