dc.contributor.author |
Kasselouris, V |
en |
dc.contributor.author |
Ftikos, Ch |
en |
dc.contributor.author |
Economou, J |
en |
dc.date.accessioned |
2014-03-01T01:08:10Z |
|
dc.date.available |
2014-03-01T01:08:10Z |
|
dc.date.issued |
1990 |
en |
dc.identifier.issn |
0008-8846 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/10314 |
|
dc.relation.uri |
http://www.scopus.com/inward/record.url?eid=2-s2.0-0025114993&partnerID=40&md5=b56a07d96cc02fda37dd765f1e3d5941 |
en |
dc.subject.classification |
Construction & Building Technology |
en |
dc.subject.classification |
Materials Science, Multidisciplinary |
en |
dc.subject.other |
Concrete |
en |
dc.subject.other |
Ions |
en |
dc.subject.other |
Seawater |
en |
dc.subject.other |
Cement Pastes |
en |
dc.subject.other |
High Magnesia Cements |
en |
dc.subject.other |
Magnesium Hydroxide |
en |
dc.subject.other |
Pozzolan |
en |
dc.subject.other |
Santorin Earth |
en |
dc.subject.other |
Cement |
en |
dc.title |
The effect of seawater on the hydration of high MgO cements |
en |
heal.type |
journalArticle |
en |
heal.language |
English |
en |
heal.publicationDate |
1990 |
en |
heal.abstract |
This investigation concerns the effect of some ions, contained in seawater, on the hydration of cements containing 7% MgO, pure or with 30% pozzolan (Santorin Earth). Pastes prepared from these two cements were cured in five baths containing seawater, deionized water and aq. solutions of SO42-, Mg2+ and Cl- ions respectively for one year. The Mg(OH)2 produced during the hydration of the above cements was determined by DTA-TG, while the hydration phenomena were studied by XRD. It is concluded that the presence of Cl- and SO42- ions does not affect MgO hydration. Mg2+ ions increase the Mg(OH)2 content, mostly by their penetration in the pastes. The beneficial effect of the interground pozzolan is also shown. © 1990. |
en |
heal.publisher |
PERGAMON-ELSEVIER SCIENCE LTD |
en |
heal.journalName |
Cement and Concrete Research |
en |
dc.identifier.isi |
ISI:A1990CR89400001 |
en |
dc.identifier.volume |
20 |
en |
dc.identifier.issue |
1 |
en |
dc.identifier.spage |
1 |
en |
dc.identifier.epage |
6 |
en |