Characterization and Performance of Mechanical Properties of GGBS Based Geo Polymer Mortars
Bhavani chowdary T1, Ranga Rao V2
1Bhavani Chowdary T,Assistant Professor, Vardhaman College of Engineering, Department of Civil, Hyderabad,Telangana. Research Scholar, Koneru lakshmaiah Education Foundation, Department of Civil, Guntur, (AP.) India.
2Ranga Rao V,professor, Koneru Lakshmaiah Education Foundation, Department of Civil, Guntur, (AP.) India.

Manuscript received on November 12, 2019. | Revised Manuscript received on November 23, 2019. | Manuscript published on 30 November, 2019. | PP: 8336-8342 | Volume-8 Issue-4, November 2019. | Retrieval Number: D8997118419/2019©BEIESP | DOI: 10.35940/ijrte.D8997.118419

Open Access | Ethics and Policies | Cite  | Mendeley | Indexing and Abstracting
© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (

Abstract: From decades it has been recognized that Geopolymer will considerably replace the role of cement in the construction industry. In general, Geopolymer exhibits the property of the peak compressive strength, minimal creep and shrinkage. In this current research paper, Geopolymer mortar is prepared by using GGBS and Fly ash. The mix proportions are of (100-60)%GGBS with Fly ash by 10% replacement. The alkali activators Na0H and Na2Sio3 are used in the study for two different molarities of 4&8. The ratio to Sodium silicates to sodium hydroxide is maintained from 1.5, 2, 2.5 & 3 were used. Mortars are prepared and studied the effect of molarities of alkali activators in their setting times and strengths.
Keywords: Geo polymer, Alkali Activators, Molarities, Compressive Strength.
Scope of the Article: Properties and Mechanics of Concrete.