Assessment on Chloride Contaminated Resistance of Concrete with Non-steady-state Migration Method

被引：0
|
作者：
候浩波 [1 ]
机构：
[1] Wuhan University
来源：
Journal of Wuhan University of Technology(Materials Science) | 2004年 / 04期
关键词：
high performance concrete; durability; chloride contaminated; diffusion coefficient;
D O I：
暂无
中图分类号：
TU528 [混凝土及混凝土制品];
学科分类号：
0805 ; 080502 ; 081304 ;
摘要：
A preparation technology of chloride contaminated resistant concrete was presented. The newly developed non-steady-state migration test method was employed for the evaluation of chloride ions diffusion coefficient of the concrete. The experimental results show that this method has a good correlation with the traditional NT Build 443 method, and it provides an effective and quick approach to assess the resistant capacity of concrete against chloride ions.
引用
收藏
页码：6 / 8
页数：3
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