CO2 binding capacity of alkali-activated fly ash and slag pastes

Journal Article (2018)
Author(s)

Marija Nedeljković (TU Delft - Materials and Environment)

Bahman Ghiassi (University of Nottingham)

S Melzer (Tata Steel)

Chris Kooij (Tata Steel)

Sieger van der Laan (Tata Steel)

G. (Guang) YE (TU Delft - Materials and Environment)

Research Group
Materials and Environment
Copyright
© 2018 Marija Nedeljković, Bahman Ghiassi, S Melzer, Chris Kooij, Sieger van der Laan, G. Ye
DOI related publication
https://doi.org/10.1016/j.ceramint.2018.07.216
More Info
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Publication Year
2018
Language
English
Copyright
© 2018 Marija Nedeljković, Bahman Ghiassi, S Melzer, Chris Kooij, Sieger van der Laan, G. Ye
Research Group
Materials and Environment
Issue number
16
Volume number
44
Pages (from-to)
19646-19660
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Abstract

Quantification of the CO2 binding capacity of reinforced concrete is of high
importance for predicting the carbonation potential and service life of these structures. Such information is still not available for alkali activated materials that have received extensive attention as a sustainable substitute for ordinary Portland cement (OPC)-based concrete. To address this gap, this paper evaluates the CO2 binding capacity of ground powders of alkali activated fly ash (FA) and ground granulated blast furnace slag (GBFS) pastes under accelerated carbonation conditions (1 % v/v CO2, 60% RH, 20°C) for up to 180 days. The
CO2 binding capacity, the gel phase changes, and the carbonate phases are investigated with complementary TG-DTG-MS, FT-IR and QXRD techniques.

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