Abstract
Using mortar specimens associated with self-compacting concrete and normal concrete incorporating ground granulated blast-furnace slag (ggbs), the strength development for various curing temperatures supposing cold regions was researched. The experimental results revealed that the strength development is varied by the incorporation of ggbs, its specific surface area and replacement level, and the difference between self-compacting concrete and normal concrete. Thus suggesting the method for evaluating the effect of ggbs to the strength development of ggbs-concrete quantitatively, the influences of mixture proportion and curing temperature to the strength development of such concrete were investigated.
