Please use this identifier to cite or link to this item: http://www.repository.rmutt.ac.th/xmlui/handle/123456789/415
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dc.contributor.authorSata, V.
dc.contributor.authorTangpagasit, J.
dc.contributor.authorJaturapitakkul, C.
dc.contributor.authorChindaprasirt, P.
dc.date.accessioned2012-03-02T08:59:27Z
dc.date.accessioned2020-09-24T04:56:28Z-
dc.date.available2012-03-02T08:59:27Z
dc.date.available2020-09-24T04:56:28Z-
dc.date.issued2012
dc.identifier.citationhttp://isiknowledge.comen_US
dc.identifier.issn0958-9465
dc.identifier.urihttp://www.repository.rmutt.ac.th/dspace/handle/123456789/415-
dc.descriptionEffect of W/B ratios on pozzolanic reaction of biomass ashes in Portland cement matrix / http://isiknowledge.comen_US
dc.description.abstractIn this study, the effects of W/B ratios on pozzolanic reaction of by-product biomass ashes, namely rice husk bark ash (RHBA) and palm oil fuel ash (POFA), were determined. These biomass ashes were ground to the same fineness as that of Type I Portland cement (OPC) and partially replaced OPC at replacement levels of 10-40% by weight of binder. Water to binder (W/B) ratios of 0.50, 0.575, and 0.65 were used. The compressive strengths of mortars were compared to those of mortars made with OPC partially replaced with ground river sand of similar particle size. The results demonstrate that at the same cement replacement levels, the degrees of pozzolanic reaction of RHBA and POFA increase with W/B ratio. In addition, ground river sand with the same particle size of OPC can be used as a non-reactive material to replace OPC for determining the compressive strength due to pozzolanic reaction of biomass ash. (C) 2011 Elsevier Ltd. All rights reserved.en_US
dc.language.isoenen_US
dc.publisherELSEVIER SCI LTD, THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLANDen_US
dc.subjectPozzolanic reactionen_US
dc.subjectBiomass ashen_US
dc.subjectRice husk-bark ashen_US
dc.subjectPalm oil fuel ashen_US
dc.subjectThailanden_US
dc.subjectOIL FUEL ASHen_US
dc.subjectFLY-ASHen_US
dc.subjectSTRENGTHen_US
dc.subjectCONCRETEen_US
dc.subjectMORTARSen_US
dc.titleEffect of W/B ratios on pozzolanic reaction of biomass ashes in Portland cement matrixen_US
dc.typeArticleen_US
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