Long-term testing of the chloride-penetration resistance of concrete containing high-reactivity metakaolin

被引:112
作者
Boddy, A
Hooton, RD
Gruber, KA
机构
[1] Univ Toronto, Dept Civil Engn, Toronto, ON M5S 1A4, Canada
[2] Aqualon Div, Wilmington, DE 19894 USA
关键词
chloride; diffusion; high-reactivity metakaolin; permeability; concrete;
D O I
10.1016/S0008-8846(01)00492-6
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the long-term results of a study investigating the chloride penetration resistance of concrete containing high-reactivity metakaolin (HRM). The metakaolin evaluated in this study is a highly processed kaolinite clay that has been heat-treated under controlled conditions to produce high pozzolanic activity. Six concrete mixtures were cast with 0%, 8%, or 12% by mass replacement of portland cement with HRM at water-to-cementitious materials ratios (w/cm) of 0.30 or 0.40. The early age test results are summarized and include (1) strength, (2) 28-day and 90-day bulk diffusion, (3) rapid chloride permeability, and (4) resistivity. The long-term tests performed include bulk diffusion testing at 140 days, 1 year, and 3 years and chloride migration testing. It was found that strength increased at all ages with decreasing w/cm and increasing content of HRM. The results from all of the early age experimental work showed that higher metakaolin content and lower w/cm decreased diffusion, permeability, and conductivity and increased resistivity. Resistance to chloride migration increased with increasing metakaolin content and decreasing w/cm. The long-term bulk diffusion testing showed a continued improvement in chloride resistance for all of the mixtures. (C) 2001 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:759 / 765
页数:7
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