dc.contributor.author |
Asamoto, S |
|
dc.contributor.author |
Murano, K |
|
dc.contributor.author |
Kurashige, I |
|
dc.contributor.author |
Nanayakkara, A |
|
dc.date.accessioned |
2023-03-14T03:49:44Z |
|
dc.date.available |
2023-03-14T03:49:44Z |
|
dc.date.issued |
2017 |
|
dc.identifier.citation |
Asamoto, S., Murano, K., Kurashige, I., & Nanayakkara, A. (2017). Effect of carbonate ions on delayed ettringite formation. Construction and Building Materials, 147, 221–226. https://doi.org/10.1016/j.conbuildmat.2017.04.107 |
en_US |
dc.identifier.issn |
0950-0618 |
en_US |
dc.identifier.uri |
http://dl.lib.uom.lk/handle/123/20721 |
|
dc.description.abstract |
The effect of carbonate ions gradually dissolved from limestone powder on delayed ettringite formation
(DEF) and the inhibition of DEF by fly ash were examined. To accelerate DEF expansion, 3% SO3 by cement
weight was added and the specimens were exposed to a temperature of 90 C at an early age (1 day) and
then stored under tap water at 20 C. In addition, the specimens submerged in a solution with a high carbonate
ion concentration (0.15 mol/L) after exposure at 90 C were also studied to explicitly investigate
the effect of carbonate ions on DEF. The limestone powder in the cement accelerated DEF expansion in
samples with 3% SO3 addition that were exposed to temperatures over 90 C at an early age.
Specimens in the solution containing carbonate ions showed greater swelling than those in tap water.
This indicates that the carbonate ions in the pore solution can promote DEF. Fly ash inhibited DEF even
in cement with 3% SO3 addition and during storage in the solution with a high carbonate ion
concentration. |
en_US |
dc.language.iso |
en |
en_US |
dc.publisher |
Elsevier |
en_US |
dc.subject |
Delayed ettringite formation |
en_US |
dc.subject |
High temperature |
en_US |
dc.subject |
Limestone powder |
en_US |
dc.subject |
Carbonate ions |
en_US |
dc.subject |
Fly ash |
en_US |
dc.title |
Effect of carbonate ions on delayed ettringite formation |
en_US |
dc.type |
Article-Full-text |
en_US |
dc.identifier.year |
2017 |
en_US |
dc.identifier.journal |
Construction and Building Materials |
en_US |
dc.identifier.volume |
147 |
en_US |
dc.identifier.database |
ScienceDirect |
en_US |
dc.identifier.pgnos |
221-226 |
en_US |
dc.identifier.doi |
https://doi.org/10.1016/j.conbuildmat.2017.04.107 |
en_US |