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dc.contributor.authorSyed, Mehdi Abbas (14CEM16)
dc.contributor.authorPatil, Dada S.
dc.date.accessioned2016-08-08T12:06:18Z
dc.date.available2016-08-08T12:06:18Z
dc.date.issued2015-12
dc.identifier.issn2229-5518
dc.identifier.urihttp://www.aiktcdspace.org:8080/jspui/handle/123456789/1753
dc.descriptionKey words: Rice Husk Ash, Cement, Concrete, Compressive strength.en_US
dc.description.abstractThis paper summarizes the research work on the properties of Rice Husk Ash (RHA) when used as partial replacement for Ordinary Portland Cement (OPC) in concrete. OPC was replaced with RHA by weight at 5%, 10% and 15%. 0% replacement served as the control. Compressive Strength test was carried out on hardened 150mm concrete cubes after at1, 3, 7, 28, 45 & 56 days curing in water. The results revealed that the Compacting factor decreased as the percentage replacement of OPC with RHA increased. The compressive strength of the hardened concrete also decreased with increasing OPC replacement with RHA. It is recommended that further studies be carried out to gather more facts about the suitability of partial replacement of OPC with RHA in concrete.en_US
dc.language.isoen_USen_US
dc.publisherInternational Journal of Scientific and Engineering Researchen_US
dc.relation.ispartofseriesVolume 6;Issue 12
dc.subjectStaff Publication - SoETen_US
dc.subjectStudent Publication - SoETen_US
dc.subjectStaff Publication - CE
dc.subjectStudent Publication - CEM
dc.titleUse of Rice Husk Ash in Concreteen_US
dc.typeArticleen_US
Appears in Collections:Research - Dept. of Civil Engg.

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