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The effects of limestone characteristics and calcination temperature to the reactivity of the quicklime

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dc.contributor.author Moropoulou, A en
dc.contributor.author Bakolas, A en
dc.contributor.author Aggelakopoulou, E en
dc.date.accessioned 2014-03-01T01:17:15Z
dc.date.available 2014-03-01T01:17:15Z
dc.date.issued 2001 en
dc.identifier.issn 0008-8846 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/14413
dc.subject Ca(CO3)(2) en
dc.subject CaO en
dc.subject microstructure en
dc.subject Ca(OH)(2) en
dc.subject quicklime reactivity en
dc.subject.classification Construction & Building Technology en
dc.subject.classification Materials Science, Multidisciplinary en
dc.title The effects of limestone characteristics and calcination temperature to the reactivity of the quicklime en
heal.type journalArticle en
heal.identifier.primary 10.1016/S0008-8846(00)00490-7 en
heal.identifier.secondary http://dx.doi.org/10.1016/S0008-8846(00)00490-7 en
heal.language English en
heal.publicationDate 2001 en
heal.abstract This study has examined the effects of limestone characteristics (microstructure and texture) and calcination temperature on the reactivity of the produced quicklime. Two types of limestone have been calcined at four selected temperatures (900 degreesC, 1000 degreesC, 1100 degreesC, 1200 degreesC)? and the produced quicklime was slaked. Chemical, physical, and mineralogical analyses have been performed in limestone, quicklime, and slaked lime samples with the intention of studying the quicklime reactivity Test results indicate that the lower the Limestone calcination temperature, the more reactive the produced quicklime. The optimum calcination temperature is similar to 900 degreesC, which was the temperature performed in traditional limekilns. Concerning the quicklime, the reactivity is related to its microstructure, which is, in turn, related to microstructural characteristics of the limestone (texture, grain size, porosity). The most reliable factors for the estimation of quicklime reactivity are the specific surface area of the quicklime and the rate of temperature increase during the slaking process. (C) 2001 Elsevier Science Ltd. All rights reserved. en
heal.publisher PERGAMON-ELSEVIER SCIENCE LTD en
heal.journalName CEMENT AND CONCRETE RESEARCH en
dc.identifier.doi 10.1016/S0008-8846(00)00490-7 en
dc.identifier.isi ISI:000168499600015 en
dc.identifier.volume 31 en
dc.identifier.issue 4 en
dc.identifier.spage 633 en
dc.identifier.epage 639 en


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