dc.contributor.author |
Pipilikaki, P |
en |
dc.contributor.author |
Papageorgiou, D |
en |
dc.contributor.author |
Teas, Ch |
en |
dc.contributor.author |
Chaniotakis, E |
en |
dc.contributor.author |
Katsioti, M |
en |
dc.date.accessioned |
2014-03-01T01:29:19Z |
|
dc.date.available |
2014-03-01T01:29:19Z |
|
dc.date.issued |
2008 |
en |
dc.identifier.issn |
0958-9465 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/19221 |
|
dc.subject |
Limestone cement |
en |
dc.subject |
Microstructure |
en |
dc.subject |
Sodium sulphate |
en |
dc.subject |
Sulphate attack |
en |
dc.subject |
Temperature |
en |
dc.subject |
Thaumasite |
en |
dc.subject.classification |
Construction & Building Technology |
en |
dc.subject.classification |
Materials Science, Composites |
en |
dc.subject.other |
Cement manufacture |
en |
dc.subject.other |
Deterioration |
en |
dc.subject.other |
Limestone |
en |
dc.subject.other |
Mortar |
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 |
Effect of temperatures |
en |
dc.subject.other |
Limestone additions |
en |
dc.subject.other |
Ordinary portland cements |
en |
dc.subject.other |
Sodium sulphate |
en |
dc.subject.other |
Sulphate attack |
en |
dc.subject.other |
Surface damages |
en |
dc.subject.other |
Thaumasite |
en |
dc.subject.other |
Thaumasite formations |
en |
dc.subject.other |
Cements |
en |
dc.title |
The effect of temperature on thaumasite formation |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1016/j.cemconcomp.2008.09.004 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1016/j.cemconcomp.2008.09.004 |
en |
heal.language |
English |
en |
heal.publicationDate |
2008 |
en |
heal.abstract |
In this study mortars have been produced using ordinary Portland cement (CEM 1 - 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. 10 degrees C and 20 degrees C for 1 year and the caused deterioration was visually observed on a regular basis. The deterioration product on the surface of the mortars has been identified as thaumasite by means of XRD, FT-IR, DTG and SEM/EDAX analyses. Mortars immersed in a solution of 5% Na2SO4 at 10 degrees C for a year suffered limited surface damage, which was identified as thaumasite formation and carbonation. Similar damage appeared for mortars immersed in a solution of 5% Na2SO4 at 5 degrees C for 6 months and that led to the conclusion that thaumasite formation is related inversely to the conservation temperature of the mortars. Finally, mortars immersed in a solution of 5% Na2SO4 at 20 degrees C for a year were intact and thaumasite could not be identified. (C) 2008 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.2008.09.004 |
en |
dc.identifier.isi |
ISI:000262010000013 |
en |
dc.identifier.volume |
30 |
en |
dc.identifier.issue |
10 |
en |
dc.identifier.spage |
964 |
en |
dc.identifier.epage |
969 |
en |