Deicer salt scaling resistance of steel-fiber-reinforced concrete

被引:27
|
作者
Cantin, R
Pigeon, M
机构
[1] Department of Civil Engineering, Laval University, Ste-Foy
关键词
D O I
10.1016/S0008-8846(96)00162-7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This project is part of a global research program aimed at studying the durability of steel-fiber-reinforced concrete exposed to severe winter conditions. It was carried out to determine if the use of steel fibers can have a significant influence on the deicer salt scaling resistance of concrete. Sixteen steel-fiber-reinforced concrete mixtures were investigated. The test variables were the water/binder ratio, the use of silica fume, the type of fiber and the quality of the air-void network. The results of the tests show that the fibers have no apparent influence on the deicer salt scaling resistance of concrete. Furthermore, it has been observed that a very small difference in the minimal freezing temperature could have a great influence on the deicer salt scaling resistance. Copyright (C) Elsevier Science Ltd
引用
收藏
页码:1639 / 1648
页数:10
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