4.7 Article

Salt scaling resistance - The effect of curing and pre-saturation

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 26, Issue 1, Pages 558-564

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2011.06.058

Keywords

ASTM C 672; Salt scaling; Fly ash; Slag; Curing compound; Curing

Funding

  1. National Sciences and Engineering Council of Canada (NSERC)

Ask authors/readers for more resources

The effect of pre-saturation and three curing methods (standard 14-day, 3-day curing, and curing compound) on salt scaling resistance was studied in three concrete types including plain, 25% fly ash and 35% slag. The concrete made with slag showed the highest salt scaling resistance in accordance with ASTM C 672, its proposed replacement method, and the 3-day curing method followed by the plain concrete followed by the concrete made with fly ash. According to the method using the curing compound, the plain concrete showed the highest salt scaling resistance followed by slag concrete followed by fly ash concrete. (C) 2011 Elsevier Ltd. All rights reserved.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available