Performance of Recycled Concrete Aggregate in Self Compacting Concrete

  • Authors

    • T. V. Arul Prakash
    • Dr. M. Natarajan
    • Dr. T. Senthil Vadivel
    • K. Vivek
    https://doi.org/10.14419/ijet.v7i3.35.29136

    Received date: May 3, 2019

    Accepted date: May 3, 2019

    Published date: September 2, 2018

  • Recycled aggregates, Self compacting concrete, Strength parameters.

  • Abstract

    This article presents the influence of the Recycled Concrete Aggregate (RCA) on the mechanical properties of self-compacting fly ash concrete (M30 Grade). The RCA from local construction demolition site were employed as a replacement for natural coarse aggregate (0% - 30%) in self-compacting concrete (SCC). The Viscosity modifying material used in this study was Class F fly ash. The results indicate that recycled concrete aggregate can be replaced by an optimal 25% replacement percentage in the manufacture of SCC without significantly affecting strength and durability.

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  • How to Cite

    V. Arul Prakash, T., M. Natarajan, D., T. Senthil Vadivel, D., & Vivek, K. (2018). Performance of Recycled Concrete Aggregate in Self Compacting Concrete. International Journal of Engineering and Technology, 7(3.35), 1-4. https://doi.org/10.14419/ijet.v7i3.35.29136