Relation between carbonation resistance, mix design and exposure of mortar and concrete. (September 2015)

• Record Type: Journal Article
• Authors: Leemann, Andreas; Nygaard, Peter; Kaufmann, Josef; Loser, Roman
• Is Part Of: Cement & concrete composites. Volume 62(2015)
• Page Start: 33
• Page End: 43
• Publication Date: 2015-09
• Subjects: Carbonation -- Accelerated testing -- Natural exposure -- Mix design -- Mortar -- Concrete; Composite-reinforced concrete -- Periodicals; Concrete -- Periodicals; Composite materials -- Periodicals; Composites de ciment -- Périodiques; Béton -- Périodiques; Composites -- Périodiques; Béton léger -- Périodiques; Cement composites; Composite materials; Composite-reinforced concrete; Concrete; Lightweight concrete; Periodicals; Electronic journals; 620.135
• DOI: 10.1016/j.cemconcomp.2015.04.020
• Languages: English
• ISSNs: 0958-9465

Abstract

Abstract: When cement with mineral additions is employed, the carbonation resistance of mortar and concrete may be decreased. In this study, mortars containing mineral additions are exposed both to accelerated carbonation (1% and 4% CO2 ) and to natural carbonation. Additionally, concrete mixtures produced with different cements, water-to-cement ratios and paste volumes are exposed to natural carbonation. The comparison of the carbonation coefficients determined in the different exposure conditions indicates that mortar and concrete containing slag and microsilica underperform in the accelerated carbonation test compared to field conditions. The carbonation resistance in mortar and concrete is mainly governed by the CO2 buffer capacity per volume of cement paste. It can be expressed by the ratio between water added during production and the amount of reactive CaO present in the binder (w/CaOreactive ) resulting in a novel parameter to assess carbonation resistance of mortar and concrete containing mineral additions.