De-icing Salt Scaling Resistance of Concrete Containing New Composite Cement

被引:0
|
作者
Ramezanianpour, Ali Akbar [1 ]
Nadushan, Mohsen Jafari [2 ]
Peydayesh, Mansur [2 ]
机构
[1] Amirkabir Univ Technol, Concrete Technol & Durabil Res Ctr, Tehran, Iran
[2] Amirkabir Univ Technol, Dept Civil Engn, Tehran, Iran
来源
NORDIC CONCRETE RESEARCH | 2011年 / 43卷 / 01期
关键词
Salt Scaling; Entrained Air; Freezing - Thawing Cycle; Concrete Pavement;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Salt scaling is a major damage problem for concrete pavements, so the phenomenon has been the subject of an extensive research effort in the world. Effects of modified type II and composite Portland cements and air void on the de-icer scaling resistance of concrete were investigated in this paper. The specimens were tested for salt scaling resistance in accordance with ASTM C672. Results reveal that the performance of type II Portland cement was more appropriate than composite cement in mixture without entrained air, but the mixture containing composite cement with entrained air has the best performance in salt scaling.
引用
收藏
页码:167 / 172
页数:6
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