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

页码：6 / 8

页数：3

共 50 条

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