Performance of Recycled Concrete Aggregate in Self Compacting Concrete

 
 
 
  • Abstract
  • Keywords
  • References
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  • 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.

     

     


  • Keywords


    Recycled aggregates, Self compacting concrete, Strength parameters.

  • References


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Article ID: 29136
 
DOI: 10.14419/ijet.v7i3.35.29136




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