Comparison of chloride permeability methods for Alkali-Activated concrete

被引:63
|
作者
Thomas, R. J. [1 ]
Ariyachandra, Erandi [2 ]
Lezama, Diego [2 ]
Peethamparan, Sulapha [2 ]
机构
[1] Utah State Univ, Dept Civil & Environm Engn, Logan, UT 84322 USA
[2] Clarkson Univ, Dept Civil & Environm Engn, Potsdam, NY USA
关键词
Alkali-activated concrete; Chloride permeability; Diffusion coefficient; Salt ponding; AGE REACTION-KINETICS; COMPRESSIVE STRENGTH; SLAG MORTARS; FLY-ASH; DURABILITY; BINDERS; MICROSTRUCTURE;
D O I
10.1016/j.conbuildmat.2018.01.016
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the results of an experimental study of chloride permeability in alkali-activated fly ash, alkali-activated slag, and Portland cement concrete. Test methods include the rapid chloride permeability test (RCPT), AC and DC electrical resistivity, and the 90-day salt ponding test. We hypothesize that differences in pore solution chemistry between alkali-activated and Portland cement binders render electrical methods unable to accurately estimate chloride permeability in alkali-activated concrete. The present study seeks to evaluate this hypothesis by comparing results from electrical tests with diffusion coefficients from salt ponding tests. Contrary to previous claims, the RCPT provided a good estimate of chloride permeability in both alkali-activated slag and alkali-activated fly ash concrete. RCPT results showed excellent correlation with diffusion coefficients determined from salt ponding tests. Resistivity-measurements exhibited poor correlation to diffusion coefficients and overestimated the resistance to chloride ion penetration. Furthermore, AC and DC resistivity measurements showed significant disagreement for alkali-activated concrete. Finally, evidence form salt ponding tests suggests differences in chloride binding potential between alkali-activated and Portland cement concretes. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:104 / 111
页数:8
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