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

被引：0

作者：

Hou, HB ^{[1
]}

Zhang, GZ

机构：

[1] Wuhan Univ, Sch Resources & Environm Engn, Wuhan 430079, Peoples R China

[2] Wuhan Port Engn Design & Res Inst, Wuhan, Peoples R China

来源：

JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY-MATERIALS SCIENCE EDITION | 2004年 / 19卷 / 04期

关键词：

high performance concrete; durability; chloride contaminated; diffusion coefficient;

D O I：

暂无

中图分类号：

T [工业技术];

学科分类号：

08 ;

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