An experimental study on the properties of resistance to diffusion of chloride ions of fly ash and blast furnace slag concrete

被引：228

作者：

Leng, FG ^{[1
]}

Feng, NQ ^{[1
]}

Lu, XY ^{[1
]}

机构：

[1] Tsing Hua Univ, Dept Civil Engn, Beijing 100084, Peoples R China

来源：

CEMENT AND CONCRETE RESEARCH | 2000年 / 30卷 / 06期

关键词：

fly ash; granulated blast furnace slag; high-performance concrete; corrosion; diffusion coefficient of chloride ion;

D O I：

10.1016/S0008-8846(00)00250-7

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper uses the Nernst-Einstein equation to calculate the diffusion coefficient of chloride ions of high-performance concrete (KPC), analyzing and discussing the property of resistance to chloride ion of HPC with fly ash or blast furnace slag. The experimental results show that the diffusion coefficient of chloride ion increases with the rise of the water-binder ratio and decreases with the rise of quantity of fly ash or blast furnace slag. That is to say, the diffusion coefficient of chloride ions is not only related to the water-binder ratio but also to the quantity and the type of additive. Both the fly ash concrete and blast furnace slag concrete have goad resistance to chloride ions. Their diffusion coefficients of chloride ions are Lower than 10(-9) cm(2)/s. (C) 2000 Elsevier Science Ltd. All rights reserved.

引用

页码：989 / 992

页数：4

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