Abstract
This paper presents adiabatic temperature rise of portland cement concrete incorporating ground granulated blast furnace slag. The ground granulated blast furnace slag is intended to use as concrete admixture, but the temperature rise of concrete with slag and the hydration mechanism of slag and portland cement are not clear perfectly, Therefore adiabatic temperature rise of concrete effected by slag content in mixtures, concrete temperature at mixing, fineness, gypsum content and different blands of slags are tested. And hydration of slag depending on curing temperature are discussed through conduction micro calorie meter and other some chemical mesures.
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