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Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/xmlui/handle/123456789/7874
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dc.contributor.authorSingh, Shamsher Bahadur-
dc.contributor.authorBhunia, Dipendu-
dc.date.accessioned2022-12-14T16:20:59Z-
dc.date.available2022-12-14T16:20:59Z-
dc.date.issued2017-03-
dc.identifier.urihttps://www.sciencedirect.com/science/article/pii/S2352710217300657-
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/7874-
dc.description.abstractAccelerated carbonation of plain cement concrete and concrete with fly-ash replacing cement partially, is discussed in the present paper. Mechanical properties such as compressive strength, flexural strength, modulus of elasticity, durability aspects such as depth of carbonation and porosity of carbonated concrete are studied. To study the influence of water binder ratio on the above-mentioned properties, water-binder ratios of 0.35, 0.50 and 0.65 are used. It is observed that the mechanical properties of carbonated concrete have increased with the duration of carbon dioxide exposure. So did the depth of carbonation, whereas the volume of permeable voids has reduced leading to the decrease in porosity. An expression to predict the depth of carbonation of fly-ash concrete has also been developed.en_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.subjectCivil Engineeringen_US
dc.subjectAccelerated carbonationen_US
dc.subjectThe coefficient of carbonation compressive strengthen_US
dc.subjectDepth of carbonationen_US
dc.titleComparative study of accelerated carbonation of plain cement and fly-ash concreteen_US
dc.typeArticleen_US
Appears in Collections:Department of Civil Engineering

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