Please use this identifier to cite or link to this item: http://irepo.futminna.edu.ng:8080/jspui/handle/123456789/30766
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dc.contributor.authorElah, O. B.-
dc.contributor.authorAgbo, A. E.-
dc.date.accessioned2026-05-03T14:45:20Z-
dc.date.available2026-05-03T14:45:20Z-
dc.date.issued2015-06-01-
dc.identifier.citationElah, O. B. and Agbo, A. E. (2015) Effect of Rice-Husk Ash (RHA) on the Strength Properties of Concrete. Centre for Human Settlement and Urban Development Journal Vol. 5(1) PP. 102 - 114en_US
dc.identifier.issn2141-7601.-
dc.identifier.urihttp://irepo.futminna.edu.ng:8080/jspui/handle/123456789/30766-
dc.descriptionJOURNAL ARTICLEen_US
dc.description.abstractThis paper is an investigation into the effect of Rice-1 lusk Ash (RIM) on the strength properties of concrete. RIMs were produced by Open-Air Burning method which was marked and by Closed-Air Burning method which was marked RI1A-2. RIM-concrete of mix proportion of 0.35:0.65:2:4 (RHA:Cement:Sand:Stone) by volume and conventional concrete of mix proportion of 1:2:4 (Cement:Sand:Stone) by volume were produced and their strength properties were determined. The results of the study show that the maximum strength properties attained in terms of compression, tension and bonding were 6.75N/mm2; 4.32N/mm2 ; I.37N/mm2; and 7.42N/mm2; 4.75N/mm2; 1.70N/mm2 for RHA-1 and 11IA-2 concrete respectively. This is an indication that RHA-2 concrete produced from Closed Air method is more reliable in strength than from Open Air method.en_US
dc.description.sponsorshipSELFen_US
dc.language.isoenen_US
dc.publisherCentre for Human Settlements and Urban Development, Federal University of Technology, P.M.B. 65, Minna, Niger State, Nigeria.en_US
dc.relation.ispartofseriesVOL 5;No: 1-
dc.subjectEffects,en_US
dc.subjectRice-Husk Ash,en_US
dc.subjectConcrete,en_US
dc.subjectStrength Propertiesen_US
dc.titleEffect of Rice-Husk Ash (RHA) on the Strength Properties of Concrete.en_US
dc.typeArticleen_US
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