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.

引用

页码：6 / 8

页数：2

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