Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/4325
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dc.contributor.authorChanda, Siba Sankar-
dc.contributor.authorGuchhait, Shyamal-
dc.date.accessioned2024-01-17T11:39:26Z-
dc.date.available2024-01-17T11:39:26Z-
dc.date.issued2023-04-
dc.identifier.citationInternational Conference on Sustainable Infrastructure: Innovations, Opportunities and Challenges-2023 (SIIOC-2023), NITK, Surathkal, 20-21 April 2023en_US
dc.identifier.urihttp://hdl.handle.net/2080/4325-
dc.descriptionCopyright belongs to proceeding publisheren_US
dc.description.abstractThis review article represents the activities of the potential behavior of Ground granulated blast furnace slag (GGBFS) as a different backfilling material in the concrete. The current study considers the effects of sodium hydroxide (NaOH) concentration and percentage of GGBFS. The outcomes stipulate that the products and strengths generated from the reaction are depended on the NaOH concentration and different types of basic materials. The property of fresh concrete i.e. the slump values increase as the increment in GGBFS. The compressive strength increases due to the addition of GGBFS with a required proportion. The microstructural (SEM) analysis shows denser structure due to the increase in GGBFS and NaOH concentration. This current review paper suggests the potential use of GGBFS in GPC considering the enhancement of strength and microstructural characteristics..en_US
dc.subjectCompressive strengthen_US
dc.subjectGround granulated blast furnace slag (GGBFS)en_US
dc.subjectMicrostructural analysis.en_US
dc.titleGround Granulated Blast Furnace Slag as A Potential Binder in The Geopolymeric Concrete - A Reviewen_US
dc.typeArticleen_US
Appears in Collections:Conference Papers

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