dc.contributor.author |
Brooks, Jeff |
|
dc.contributor.author |
Eren, Özgür |
|
dc.contributor.author |
Çelik, Tahir |
|
dc.date.accessioned |
2016-03-25T20:22:03Z |
|
dc.date.available |
2016-03-25T20:22:03Z |
|
dc.date.issued |
1995-06 |
|
dc.identifier.citation |
Eren, O., Brooks, J., and Celik, T., "Setting Times of Fly Ash and Slag-Cement Concretes as Affected by Curing Temperature", Cement, Concrete and Aggregates, Vol. 17, No. 1, pp. 11-17, 0, http://dx.doi.org/10.1520/CCA10331J. ISSN 0149-6123 |
en_US |
dc.identifier.issn |
0149-6123 |
|
dc.identifier.uri |
http://dx.doi.org/10.1520/CCA10331J |
|
dc.identifier.uri |
http://hdl.handle.net/11129/2367 |
|
dc.description |
Due to copyright restrictions, the access to the publisher version (published version) of this article is only available via subscription. You may click URI (with DOI: 10.1520/CCA10331J) and have access to the Publisher Version of this article through the publisher web site or online databases, if your Library or institution has subscription to the related journal or publication. |
en_US |
dc.description.abstract |
Using Test Method for Time of Setting of Concrete Mixtures Paste by Penetration Resistance (ASTM C 403), Proctor penetration resistance was determined under isothermal curing temperatures ranging from 6 to 80°C for concretes containing up to 50% of fly ash or ground-granulated blast-furnace slag. The results show that as the temperature increases, the initial and final setting times decrease for all types of concrete, with fly-ash concrete having the longest setting times. At high temperatures, slag concrete has shorter setting times than Type I cement concrete. Relationships are presented for setting time as a function of penetration resistance, temperature, and cement replacement level. |
en_US |
dc.language.iso |
eng |
en_US |
dc.publisher |
ASTM International |
en_US |
dc.relation.isversionof |
10.1520/CCA10331J |
en_US |
dc.rights |
info:eu-repo/semantics/closedAccess |
en_US |
dc.subject |
Fly Ash |
en_US |
dc.subject |
Slag-Cement Concretes |
en_US |
dc.subject |
Curing concretes |
en_US |
dc.title |
Setting Times of Fly Ash and Slag-Cement Concretes as Affected by Curing Temperature |
en_US |
dc.type |
article |
en_US |
dc.relation.journal |
Cement, Concrete and Aggregates |
en_US |
dc.contributor.department |
Eastern Mediterranean University, Faculty of Engineering, Department of Civil Engineering |
en_US |
dc.identifier.volume |
17 |
en_US |
dc.identifier.issue |
1 |
en_US |