Durability of Recycled Aggregate Concrete: An Overview
Author:
Affiliation:
1. Department of Building Engineering, Tongji University, Shanghai, P.R. China.
2. Department of Building Engineering, Tongji University, Shanghai, P.R. China; School of Civil Engineering and Architecture, Guangxi University, Nanning, P.R. China.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/11/12/11_347/_pdf
Reference108 articles.
1. Ajdukiewicz, A. and Kliszczewicz, A., (2002). “Influence of recycled aggregates on mechanical properties of HS/HPC.” Cement Concrete Composites, 24(2), 269-279.
2. Amianti, M. and Botaro, V. R., (2008). “Recycling of EPS: A new methodology for production of concrete impregnated with polystyrene (CIP).” Cement Concrete Composites, 30(1), 23-28.
3. Amnon, K., (2003). “Properties of concrete made with recycled aggregate from partially hydrated old concrete.” Cement and Concrete Research, 33(5), 703-711.
4. Andrade, C., (1993). “Calculation of chloride diffusion coefficients in concrete from ionic migration measurements.” Cement and Concrete Research, 23, 724-742.
5. Ann, K. Y., Moon, H. Y., Kim, Y. B. and Ryou, J., (2008). “Durability of recycled aggregate concrete using pozzolanic materials.” Waste Management, 28, 993-999.
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