Please use this identifier to cite or link to this item: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/10564
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dc.contributor.authorJoshua, Opeyemi-
dc.contributor.authorOlusola, Kolapo O.-
dc.contributor.authorFagbenle, Olabosipo I.-
dc.contributor.authorOlawuyi, B. James-
dc.contributor.authorAdebayo, Lameed-
dc.contributor.authorOgunde, Ayodeji O.-
dc.contributor.authorAfolabi, Adedeji-
dc.contributor.authorOlorunsola, Segun M.-
dc.date.accessioned2021-07-19T00:46:06Z-
dc.date.available2021-07-19T00:46:06Z-
dc.date.issued2018-04-
dc.identifier.citationJoshua, O., Olusola, K.O., Fagbenle, O.I., Olawuyi, B.J., Adebayo, I., Ogunde, A.O., Afolabi, A. & Olorinsola, S.M. (2018)en_US
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/10564-
dc.description.abstractPortland cement (PC) based concrete is the world’s most consumed man-made material and this consequently puts lots of demand on cement as a binder. The CO2 gas emission during cement clinker production has placed this important material into non-environmental-friendly classification with the quest for greener alternatives being on the rise. A recent study showed a combination of Pulverized Calcined Clay (PCC) and Calcium Carbide Waste (CCW) as a possible alternative for total PC replacement with resulting appreciable mortar strength but delayed setting times and lower strength than PC mortars. This paper reports on the effects of PCC-CCW as an alternative binder on the strength properties of mortars. The mortar mixes had superplasticizers added to reduce water/binder ratio while the CCW was treated to reduce impurities with a view to improving the strength development and a bid to mitigate the observed setbacks of earlier study. The pozzolanic activity indices of the PCC were determined via X-Ray Fluorescence (XRF) and strength determination (strength activity index). The PCC was combined with Purified CCW to determine the binder’s strengths at varying PCC: CCW replacements to determine the prescribed mix combination for optimum strength. Improved optimized mortar strength of 13.11MPa was achieved compared to 11.89MPa in the previous study.en_US
dc.description.sponsorshipNoneen_US
dc.language.isoenen_US
dc.publisherConstruction Research Congress 2018, LSU College of Engineering, USAen_US
dc.subjectPulverized calcined clay (PCC); Calcium carbide-waste (CCW); Alternative binder; Pozzolanic activity; Cement replacements; Setting times.en_US
dc.titlePulverized Calcined Clay and Carbide Waste as Alternative Binder in Concrete and Mortar Applications for Sustainable Constructionen_US
dc.typeArticleen_US
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