M. Nili and S. Tavasoli and A. R. Yazdandoost
Compressive Strength Development of Normal Concrete and SelfConsolidating Concrete Incorporated with GGBS
1273 - 1277
2015
9
9
International Journal of Structural and Construction Engineering
https://publications.waset.org/pdf/10006750
https://publications.waset.org/vol/105
World Academy of Science, Engineering and Technology
In this paper, an experimental investigation on the effect of Isfahan Ground Granulate Blast Furnace Slag (GGBS) on the compressive strength development of selfconsolidating concrete (SCC) and normal concrete (NC) was performed. For this purpose, Portland cement type I was replaced with GGBS in various Portions. For NC and SCC Mixes, 101010 cubic cm specimens were tested in 7, 28 and 91 days. It must be stated that in this research water to cement ratio was 0.44, cement used in cubic meter was 418 Kgm³ and Superplasticizer (SP) Type III used in SCC based on PolyCarboxylic acid. The results of experiments have shown that increasing GGBS Percentages in both types of concrete reduce Compressive strength in early ages.
Open Science Index 105, 2015