FLEXURAL BEHAVIOUR OF REINFORCED GEOPOLYMER CONCRETE BEAMS WITH GGBS AND METAKAOLINE

In the present study metakaoline and ground Granulated Blast Furnace slag (GGBS) is used to convey Geopolymer concrete. Geopolymer bond is set up by using dissolvable course of action of sodium silicate and sodium hydroxide. This settled extent is 2.5 and the convergence of sodium hydroxide is 10M. This study helps in picking up learning about the morphological arrangement of solid which may bring about way softening patterns up development industry. The paper focuses on investigating characteristics of Ground Granulated Blast furnace Slag (GGBS) and adding metakaoline based Geopolymer Concrete with M40 Grade Concrete. This leads to examine the admixtures to improve the performance of the concrete. The paper focuses on investigating characteristics of Geopolymer concrete with various proportional of replacement of cement with Ground Granulated Blast furnace Slag (GGBS) and adding metakaoline. Efforts are being carried out to conserve energy by means of promoting the use of industrial wastes like Ground Granulated Blast furnace Slag (GGBS), and metakaoline. The reinforcement was designed considering a balance section for the expected characteristic strength. All the specimens are tested by using twopoint loading.