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Please use this identifier to cite or link to this item: https://gnanaganga.inflibnet.ac.in:8443/jspui/handle/123456789/15805
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dc.contributor.authorNaik, Laxminarayan R-
dc.contributor.authorMahantesh, N B-
dc.contributor.authorAmarnath, K-
dc.date.accessioned2024-07-11T10:58:40Z-
dc.date.available2024-07-11T10:58:40Z-
dc.date.issued2015-09-23-
dc.identifier.citationVol. 04, No. 09en_US
dc.identifier.issn2278-0181-
dc.identifier.urihttps://doi.org/10.17577/IJERTV4IS090653-
dc.identifier.urihttps://gnanaganga.inflibnet.ac.in:8443/jspui/handle/123456789/15805-
dc.description.abstractInvestigations on fly ash based geopolymer reinforced concrete structural elements are still in infant stage. The present investigation is aimed at study on flexural behavior of reinforced rectangular geopolymer slabs. Seven reinforced geopolymer concrete slabs were casted using hand mixing and cured at room temperature. All slabs were tested in 50MTon loading frame and load v/s deflection is noted. Comparison of measured deflections are done with calculated deflections as per IS 456-2000. The comparison indicates close relation between flexural behavior of conventional reinforced cement concrete and reinforced geopolymer concrete.en_US
dc.language.isoenen_US
dc.publisherInternational Journal Of Engineering Research & Technologyen_US
dc.subjectFlyashen_US
dc.subjectGGBSen_US
dc.subjectGeopolymer Slabsen_US
dc.subjectAlkaline Liquiden_US
dc.subjectM-sanden_US
dc.subjectWorkabilityen_US
dc.subjectFlexural Strengthen_US
dc.subjectLoad vs. deflections.en_US
dc.titleStudy on Flexural Behavior of Fly Ash based Reinforced Rectangular Geopolymer Concrete Slabsen_US
dc.typeArticleen_US
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