Assessment on chloride contaminated resistance of concrete with non-steady-state migration method

被引：0
|
作者：
Hou Hao-bo
Zhang Guo-zhi
机构：
[1] Wuhan Port Engineering Design and Research Institute,School of Resources and Environmental Engineering
[2] Wuhan University,undefined
来源：
Journal of Wuhan University of Technology-Mater. Sci. Ed. | 2004年 / 19卷 / 4期
关键词：
high performance concrete; durability; chloride contaminated; diffusion coefficient;
D O I：
10.1007/BF02841355
中图分类号：
学科分类号：
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.
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页码：6 / 8
页数：2
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