dc.contributor.author |
Tsimas, S |
en |
dc.contributor.author |
Moutsatsou, A |
en |
dc.contributor.author |
Parissakis, G |
en |
dc.date.accessioned |
2014-03-01T01:06:31Z |
|
dc.date.available |
2014-03-01T01:06:31Z |
|
dc.date.issued |
1986 |
en |
dc.identifier.issn |
0722-4400 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/9446 |
|
dc.relation.uri |
http://www.scopus.com/inward/record.url?eid=2-s2.0-0022737256&partnerID=40&md5=4d8f28c5f8d23a8e7b496b5cc17b406e |
en |
dc.subject.classification |
Construction & Building Technology |
en |
dc.subject.other |
CEMENT PLANTS |
en |
dc.subject.other |
CRUSHING AND GRINDING - Efficiency |
en |
dc.subject.other |
CEMENT CLINKER |
en |
dc.subject.other |
CEMENT |
en |
dc.title |
ABOUT THE FINENESS AFTER GRINDING OF CEMENT CLINKER, SLAG AND OTHER MATERIALS IN RELATION TO GRINDING TEMPERATURE. |
en |
heal.type |
journalArticle |
en |
heal.language |
English |
en |
heal.publicationDate |
1986 |
en |
heal.abstract |
This study provides the results obtained by grinding four selected materials such as clinker, Santorin earth, slag and limestone, at temperatures ranging between 30 degree C and 380 degree C. These grinding experiments have indicated that, as temperature rises, the grinding of materials is considerably influenced. This change is due to agglomeration which is more pronounced at the higher temperature levels. All remarks and conclusions are clearly illustrated by a series of pictures taken with the use of the electronic microscope. |
en |
heal.publisher |
BAUVERLAG GMBH |
en |
heal.journalName |
Zement-Kalk-Gips, Edition B |
en |
dc.identifier.isi |
ISI:A1986D181800007 |
en |
dc.identifier.volume |
39 |
en |
dc.identifier.issue |
6 |
en |
dc.identifier.spage |
330 |
en |
dc.identifier.epage |
332 |
en |