Effects of curing upon carbonation of concrete

Published on Apr 1, 1995in Construction and Building Materials4.419
· DOI :10.1016/0950-0618(95)00001-V
Jean-Paul Balayssac18
Estimated H-index: 18
(INSA: Intelligence and National Security Alliance),
Ch. H. Detriche5
Estimated H-index: 5
(INSA: Intelligence and National Security Alliance),
J. Grandet2
Estimated H-index: 2
(INSA: Intelligence and National Security Alliance)
Sources
Abstract
Abstract Even if mix design (cement content, W/C ratio) has an effect on durability of concrete mixed with blended cement, curing conditions, particularly curing time, also affect concrete durability against carbonation. The choice of curing time depends on cement content, and must be adjusted to concrete design (28 day strength, W/C ratio). Concretes with a low cement content (or a high W/C ratio) must be cured longer than those having higher cement content. Finally, some correlations show that strength at the end of curing, which takes into account both mix design and curing conditions, is able to assess durability of concrete against carbonation.
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