Effect of Source of Fly Ash on Abrasion Resistance of
Oct 05, 2002#0183;#32;Three sources of Class C fly ash were used in this research. From each source, three levels of fly ash to total cementitious materials content (40, 50, and 60%) were used in producing the concrete mixtures. The water to cementitious materials ratio was kept constant at for all mixtures. An accelerated abrasion testing method, a modified