Structural alterations in alkali-sulfate-activated slag cement pastes induced by natural and accelerated carbonation

The impact of carbonation, induced at different CO 2 concentrations (0.04 or 1 %), in the phase assemblages and compressive strength of Na 2 SO 4 -activated slag materials was determined. Carbonation led to Ca-bearing phases' decalcification (mainly C-(A)-S-H type gel and ettringite) forming different CaCO 3 polymorphs, independent of the slag composition or carbonation conditions adopted. In specimens exposed to 0.04 % CO 2 , a negligible carbonation front was observed, along with a continued phase assemblage evolution and compressive strength gain after 500 days of exposure. Conversely, exposure to 1 % CO 2 led to complete carbonation after 28 days, and a significant compressive strength reduction. Accelerated carbonation does not lead to the development of comparable microstructures to those observed in naturally carbonated pastes. The accelerated carbonation rates were ~ 33 times higher than those determined under natural carbonation exposure. Therefore, accelerated tests are considered unsuitable for predicting the long-term carbonation performance of Na 2 SO 4 -activated slag cements.

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Publication Details

Journal
Cement and Concrete Research
Published
2024-11-04
DOI
https://doi.org/10.1016/j.cemconres.2024.107713
Citations
9
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
2.35

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article

Structural alterations in alkali-sulfate-activated slag cement pastes induced by natural and accelerated carbonation

Susan A. Bernal, Yuvaraj Dhandapani, Zengliang Yue
9 citations
Cement and Concrete Research
Concrete and Cement Materials Research
2.35
article

Structural alterations in alkali-sulfate-activated slag cement pastes induced by natural and accelerated carbonation

Susan A. Bernal, Yuvaraj Dhandapani, Zengliang Yue
article en
9 citations

Abstract

The impact of carbonation, induced at different CO 2 concentrations (0.04 or 1 %), in the phase assemblages and compressive strength of Na 2 SO 4 -activated slag materials was determined. Carbonation led to Ca-bearing phases' decalcification (mainly C-(A)-S-H type gel and ettringite) forming different CaCO 3 polymorphs, independent of the slag composition or carbonation conditions adopted. In specimens exposed to 0.04 % CO 2 , a negligible carbonation front was observed, along with a continued phase assemblage evolution and compressive strength gain after 500 days of exposure. Conversely, exposure to 1 % CO 2 led to complete carbonation after 28 days, and a significant compressive strength reduction. Accelerated carbonation does not lead to the development of comparable microstructures to those observed in naturally carbonated pastes. The accelerated carbonation rates were ~ 33 times higher than those determined under natural carbonation exposure. Therefore, accelerated tests are considered unsuitable for predicting the long-term carbonation performance of Na 2 SO 4 -activated slag cements.

Cement and Concrete ResearchVol. 187
University of Leeds (GB)
Engineering and Physical Sciences Research Council
Openalex Percentile: Top 12%
Concrete and Cement Materials Research
2.35
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Structural alterations in alkali-sulfate-activated slag cement pastes induced by natural and accelerated carbonation — Susan A. Bernal, Yuvaraj Dhandapani, et al. · Cement and Concrete Research (2024) | TGRS Research Map | TGRS