Title of article
Salt scaling resistance – The effect of curing and pre-saturation
Author/Authors
Ahani، نويسنده , , Reza Mohammadi and Nokken، نويسنده , , Michelle R.، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2012
Pages
7
From page
558
To page
564
Abstract
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.
Keywords
Curing compound , ASTM C 672 , Salt scaling , Fly ash , Slag , Curing
Journal title
Construction and Building Materials
Serial Year
2012
Journal title
Construction and Building Materials
Record number
1632193
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