Mechanical Performance Comparisons of Flyash and GGBFS Concrete Proportions in Ambient Temperature with Conventional Concrete

Abstract By reacting alkaline solution with silicon, alumina, calcium products and forms the Geopolymer concrete. A number of experiments were conducted by heat curing to find the suitable proportion of Flyash and GGBSto get the desired strength with conventional concrete. Here By conducting short-term and long-term tests, efforts to find the most suitable proportion of Flyash and GGBFS give the closest strength results to conventional concrete in ambient temperature. In this study, using GPC (geopolymer concrete) mixes of 75%:25%, 70%:30%, 65%:35%, and 60%:40% (Flyash: GGBS) and M20 grade concrete, here conducted mechanical and durability tests.