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Greek supplementary cementing materials and their incorporation in concrete

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dc.contributor.author Papadakis, VG en
dc.contributor.author Tsimas, S en
dc.date.accessioned 2014-03-01T01:22:27Z
dc.date.available 2014-03-01T01:22:27Z
dc.date.issued 2005 en
dc.identifier.issn 0958-9465 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/16576
dc.subject Concrete en
dc.subject Efficiency en
dc.subject Greece en
dc.subject Supplementary cementing materials en
dc.subject.classification Construction & Building Technology en
dc.subject.classification Materials Science, Composites en
dc.subject.other Durability en
dc.subject.other Fly ash en
dc.subject.other Lime en
dc.subject.other Pozzolan en
dc.subject.other Slags en
dc.subject.other Strength of materials en
dc.subject.other Sulfide minerals en
dc.subject.other Sustainable development en
dc.subject.other Greece en
dc.subject.other Harmful factors en
dc.subject.other Non-ferrous slags en
dc.subject.other Supplementary cementing materials (SCM) en
dc.subject.other Concretes en
dc.title Greek supplementary cementing materials and their incorporation in concrete en
heal.type journalArticle en
heal.identifier.primary 10.1016/j.cemconcomp.2004.02.011 en
heal.identifier.secondary http://dx.doi.org/10.1016/j.cemconcomp.2004.02.011 en
heal.language English en
heal.publicationDate 2005 en
heal.abstract Sustainable development of the building sector can be achieved by a significant incorporation of cementitious and pozzolanic by-products, such as fly ash and slag, as well as some natural pozzolanic materials (supplementary cementing materials-SCM). Millions of tons of SCM, especially in Greece, are dumped due to overproduction or non-conformity with the existing standards. In this work, various types of SCM produced in Greece are investigated for a potential use in concrete. Their behavior as regards strength and durability is approached by a practical efficiency factor (A-value). The work is further focused on fly ashes. as they constitute the vast and more active majority of Greek SCM. The effectiveness of the Greek fly ashes in concrete improvement is widely proved through strength and durability measurements at laboratory and pilot-plant scale. However. they contain high amounts of free lime and sulphates, which may cause durability problems. In addition, they exhibit inadequate fineness and composition variations. Thus, an appropriate treatment is required and proposed by the present study in order to eliminate or reduce any harmful factors. Finally, a mix design strategy ensuring optimum strength, durability and ecological profile is proposed. (C) 2004 Elsevier Ltd. All rights reserved. en
heal.publisher ELSEVIER SCI LTD en
heal.journalName Cement and Concrete Composites en
dc.identifier.doi 10.1016/j.cemconcomp.2004.02.011 en
dc.identifier.isi ISI:000226478000011 en
dc.identifier.volume 27 en
dc.identifier.issue 2 en
dc.identifier.spage 223 en
dc.identifier.epage 230 en


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