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On carbonation behavior of recycled aggregate concrete

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Abstract

This study tries to reveal the carbonation behavior when recycled coarse aggregates (RCAs) are used to mix new concrete. Six series of tests including 22 groups of recycled aggregate concrete (RAC) specimens were carried out, in which the effects of the water/binder (w/b) ratios, the binder content, the types of mineral admixture, the quality of RCAs, the RCAs replacement and the loading levels on the carbonation behavior of RAC were evaluated, respectively. The results showed that the carbonation behavior of RAC was not only influenced by the quality of new mortar but also by the properties of RCAs. The admixture of mineral admixture influenced the carbonation, and the loading stress level might have a significant impact on the evolution of the carbonation.

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References

  1. Xiao J Z. Recycled Concrete (in Chinese). Beijing: Chinese Building Construction Publishing Press, 2008

    Google Scholar 

  2. Fung W K. Durability of Concrete using Recycled Aggregates. SCCT Annual Concrete Seminar, 2005

  3. Otsuki N, Miyazato S, Yodsudjai W. Influence of recycled aggregate on interfacial transition zone, strength, chloride, penetration and carbonation. J Mater Civil Eng, 2003, 15: 443–451

    Article  Google Scholar 

  4. Hiroshi T, Atsushi N, Junichi O, et al. High quality recycled aggregate concrete (HiRCA) processed by decompression and rapid release. ACI Special Publications Rep. No. SP-200, American Concrete Institute (ACI), Detroit, 2001. 491–502

  5. Ryu J S. An experimental study on the effect of recycled aggregate on concrete properties. Mag Concr Res, 2002, 54: 7–12

    Article  Google Scholar 

  6. Katz A. Properties of concrete made with recycled aggregate from partially hydrated old concrete. Cement Concr Res, 2003, 33: 703–711

    Article  Google Scholar 

  7. Shayan A, Xu A. Performance and properties of structural concrete made with recycled concrete aggregate. ACI Mater J, 2003, 100: 371–380

    Google Scholar 

  8. Chen Y G. Preliminary Study on Performance-improving Effect of the Interface-zone in Recycled Concrete with the Interface-zone Modifying Agent (in Chinese). Dissertation of Doctoral Degree. Shanghai: Tongji University, 2006

    Google Scholar 

  9. Sun H. Effect of Coarse Aggregate and Mineral Admixture on Properties of Recycled Concrete (in Chinese). Dissertation of Doctoral Degree. Shanghai: Tongji University, 2006

    Google Scholar 

  10. Limbachiya M C, Leelawat T, Dhir R K. Use of recycled concrete aggregate in high-strength concrete. Mater Struct, 2000, 33: 574–580

    Article  Google Scholar 

  11. Salomon M L, Paulo H. Durability of recycled aggregates concrete: A safe way to sustainable development. Cement Concr Res, 2004, 34: 1975–1980

    Article  Google Scholar 

  12. Sánchez de Juan M, Gutiérrez P A. Influence of attached mortar content oil the properties of recycled concrete aggregate. In: Proceedings of the International Conference on Sustainable Waste Management and Recycling: Construction and Demolition Waste, 2004

  13. Chinese Standard GB/T 50081. Standard for Test Method of Mechanical Properties on Ordinary Concrete (in Chinese). Beijing: Chinese Building Press, 2003

    Google Scholar 

  14. Chinese Standard JGJ/T 193. Standard for Inspection and Assessment of Concrete Durability (in Chinese). Beijing: Chinese Building Press, 2010

    Google Scholar 

  15. Chinese Standard GB/T 50082. Standard for Test Methods of Long-term Performance and Durability of Ordinary Concrete (in Chinese). Beijing: Chinese Building Press, 2009

    Google Scholar 

  16. Sun H, Wang P M, Sun J Y. Study on the gas anti-permeability and carbonation resistance of recycled concrete (in Chinese). J Building Mater, 2006, 9: 86–91

    Google Scholar 

  17. Poon C S, Shui Z H, Lam L. Effect of microstructure of ITZ on the compressive strength of concrete prepared with recycled aggregates. Construct Building Mater, 2004, 18: 461–468

    Article  Google Scholar 

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Correspondence to JianZhuang Xiao.

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Xiao, J., Lei, B. & Zhang, C. On carbonation behavior of recycled aggregate concrete. Sci. China Technol. Sci. 55, 2609–2616 (2012). https://doi.org/10.1007/s11431-012-4798-5

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  • DOI: https://doi.org/10.1007/s11431-012-4798-5

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