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Microstructure changes in mortars attacked by sulphates at 5 °C

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dc.contributor.author Pipilikaki, P en
dc.contributor.author Papageorgiou, D en
dc.contributor.author Dimitroula, M en
dc.contributor.author Chaniotakis, E en
dc.contributor.author Katsioti, M en
dc.date.accessioned 2014-03-01T01:31:06Z
dc.date.available 2014-03-01T01:31:06Z
dc.date.issued 2009 en
dc.identifier.issn 0950-0618 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/19743
dc.subject Limestone cement en
dc.subject Microstructure en
dc.subject Mortars en
dc.subject Sodium sulphate en
dc.subject Sulphate attack en
dc.subject Thaumasite en
dc.subject.classification Construction & Building Technology en
dc.subject.classification Materials Science, Multidisciplinary en
dc.subject.other Cement manufacture en
dc.subject.other Compressive strength en
dc.subject.other Deterioration en
dc.subject.other Limestone en
dc.subject.other Microstructure en
dc.subject.other Plaster en
dc.subject.other Portland cement en
dc.subject.other Silicate minerals en
dc.subject.other Sodium en
dc.subject.other Sulfate minerals en
dc.subject.other Function of time en
dc.subject.other Microstructure changes en
dc.subject.other Ordinary portland cements en
dc.subject.other Sodium sulphate en
dc.subject.other Sulphate attack en
dc.subject.other Sulphates en
dc.subject.other Thaumasite en
dc.subject.other Thaumasite formations en
dc.subject.other XRD en
dc.subject.other Mortar en
dc.title Microstructure changes in mortars attacked by sulphates at 5 °C en
heal.type journalArticle en
heal.identifier.primary 10.1016/j.conbuildmat.2008.11.019 en
heal.identifier.secondary http://dx.doi.org/10.1016/j.conbuildmat.2008.11.019 en
heal.language English en
heal.publicationDate 2009 en
heal.abstract In this Study mortars have been produced using ordinary Portland cement (CEM I - 32.5) and limestone cement with 15% limestone addition (CEM II/A-LL - 32.5). The mortars were immersed in a solution of 5% Na2SO4 at 5 degrees C for 6 months and the caused deterioration was observed visually at a regular basis. The deterioration product of the surface of both mortars has been identified as thaumasite by the means of XRD, FT-IR, DTA and SEM/EDAX analysis. The damage caused due to formation of thaumasite in both mortars was approximately the same and not influenced by the addition of limestone. Furthermore, expansion and compressive strength of the mortars were studied as a function of time and it was proved they were not influenced by thaumasite formation at the age of 6 months. (C) 2008 Elsevier Ltd. All rights reserved. en
heal.publisher ELSEVIER SCI LTD en
heal.journalName Construction and Building Materials en
dc.identifier.doi 10.1016/j.conbuildmat.2008.11.019 en
dc.identifier.isi ISI:000266054500019 en
dc.identifier.volume 23 en
dc.identifier.issue 6 en
dc.identifier.spage 2259 en
dc.identifier.epage 2264 en


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