Please use this identifier to cite or link to this item: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/28702
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dc.contributor.authorApeh, Joseph, A.-
dc.date.accessioned2024-05-21T20:37:37Z-
dc.date.available2024-05-21T20:37:37Z-
dc.date.issued2013-03-03-
dc.identifier.citationApeh (2013)en_US
dc.identifier.issn2278-0181-
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/28702-
dc.description.abstractThe study has empirically examined the relationship between water/cement + RHA ratio and compressive strength of RHA Concrete. Using a 35% replacement of OPC with RHA, RHA concrete cubes were cast with varying water/cement + RHA ratios (0.60, 0.63, 0.68, 0.72, 0.81, 0.86, 0.90 and 0.99 respectively) and theircorresponding compressive strengths determined. Applying a statistical technique (Pearson Product moment correlation), it was established that a positive correlation (0.63) exist between the variables. The study further indicated that 39.46% of the total variations in compressive strength of RHA concrete for seven (7) days are due to the water/cement + RHA ratio. The rest variations (60.54%) need to be investigated.en_US
dc.language.isoenen_US
dc.publisherInternational Journal of Engineering Research & Technology (IJERT)en_US
dc.relation.ispartofseries2;3-
dc.subjectwater/cement ratioen_US
dc.subjectRHAen_US
dc.subjectcompressive strengthen_US
dc.titleAn Empirical Investigation Of Relationship Between Water/Cement + RHA Ratio And The Compressive Strength Of RHA Concreteen_US
dc.typeArticleen_US
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