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

Citation
A. Boddy et al., Long-term testing of the chloride-penetration resistance of concrete containing high-reactivity metakaolin, CEM CONCR R, 31(5), 2001, pp. 759-765
Citations number
21
Categorie Soggetti
Material Science & Engineering
Journal title
CEMENT AND CONCRETE RESEARCH
ISSN journal
00088846 → ACNP
Volume
31
Issue
5
Year of publication
2001
Pages
759 - 765
Database
ISI
SICI code
0008-8846(200105)31:5<759:LTOTCR>2.0.ZU;2-K
Abstract
This paper presents the long-term results of a study investigating the chlo ride penetration resistance of concrete containing high-reactivity metakaol in (HRM). The metakaolin evaluated in this study is a highly processed kaol inite clay that has been heat-treated under controlled conditions to produc e high pozzolanic activity. Six concrete mixtures were cast with 0%, 8%, or 12% by mass replacement of portland cement with HRM at water-to-cementitio us 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 p erformed include bulk diffusion testing at 140 days, 1 year, and 3 years an d chloride migration testing. It was found that strength increased at all a ges with decreasing w/cm and increasing content of HRM. The results from al l of the early age experimental work showed that higher metakaolin content and lower w/cm decreased diffusion, permeability, and conductivity and incr eased resistivity. Resistance to chloride migration increased with increasi ng metakaolin content and decreasing w/cm. The long-term bulk diffusion tes ting showed a continued improvement in chloride resistance for all of the m ixtures. (C) 2001 Elsevier Science Ltd. All rights reserved.