EFFECT OF MOLARITY ON COMPRESSIVE STRENGTH OF GEOPOLYMER MORTAR WITH GGBS AND METAKAOLINE
Journal: International Journal of Civil Engineering and Technology (IJCIET) (Vol.8, No. 4)Publication Date: 2017-04-30
Authors : S. SAI SANDEEP SK. KALESHA Y. HIMATH KUMAR B. SARATH CHANDRA KUMAR;
Page : 935-944
Keywords : Geopolymer Concrete; Ground Granulated Blast Furnace Slag (GGBS); Metakaoline; Sodium Silicate; Sodium Hydroxide.;
Abstract
In the present review metakaoline and ground Granulated Blast Furnace slag (GGBS) is utilized to pass on Geopolymer mortar 3D shapes. Geopolymer bond is set up by utilizing dissolvable game-plan of sodium silicate and sodium hydroxide. This settled degree is 2.5 and the union of sodiumhydroxide is 8M. This review helps in getting finding out about the morphological course of action of strong which may achieve way softening examples up improvement industry. The paper concentrates on exploring qualities of Ground Granulated Blast heater Slag (GGBS) and including metakaoline based Geopolymer mortar 3D shapes with M40 Grade mortar 3D square. The paper concentrates on researching qualities of Geopolymer mortar shapes with different relative of supplanting of bond with Ground Granulated Blast heater Slag (GGBS) and including metakaoline. Endeavours are being done to save vitality by methods for advancing the utilization of mechanical squanders like Ground Granulated Blast heater Slag (GGBS), and metakaoline. The mortar 3D squares were thinking about for the normal trademark quality. Every one of the examples are tried by utilizing two point stacking
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Last modified: 2017-11-03 17:03:22