The Physical Properties of Granite Microfines and the Workability of Mortar with Granite Microfines

  • Koehler, Eric (Dept. of Civil, Architectural & Environmental Engineering, The University of Texas at Austin) ;
  • Hahn, Michael De Moya (Dept. of Civil, Architectural & Environmental Engineering, The University of Texas at Austin) ;
  • Trachet, Alison (Dept. of Civil, Architectural & Environmental Engineering, The University of Texas at Austin) ;
  • Rached, Marc (Dept. of Civil, Architectural & Environmental Engineering, The University of Texas at Austin) ;
  • Choi, Jae Jin (Dept. of Civil & Environmental Engineering, Kongju National University) ;
  • Fowler, David (Dept. of Civil, Architectural & Environmental Engineering, The University of Texas at Austin)
  • Received : 2009.09.29
  • Accepted : 2009.10.13
  • Published : 2009.10.30

Abstract

This paper summarizes the analysis of granite microfines from California for use in portland cement concrete. For reference, the granite microfines were compared to microfines used in previous International Center for Aggregates Research(ICAR) projects. The particle shape characteristics, based on the packing density results, were assessed and apparent clay content, based on the methylene blue value test, was evaluated. Also, the physical properties of the microfines were confirmed in self-consolidating mortar mixtures.

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