Laboratory based accelerated carbonation approach to simulate long term field carbonation in cementitious mixtures

Abstract Calcium silicate hydrate (C-S-H) phases precipitated during cementitious reactions are responsible for strength gain in lime and cement-stabilized subgrade layers. Exposure of these treated layers to environmental factors can lead to carbonation of C-S-H phases which can be detrimental to the long-term performance of these materials. The study focuses on understanding the physio-chemical changes incurred in C-S-H phases during carbonation and developing an approach to shorten the timescale required for carbonation studies where field carbonation needs to be simulated. For micro scale studies, pure C-S-H phases were synthesized in laboratory and were subjected to varying levels of carbon dioxide (CO 2 ) exposure under controlled conditions. Lime treated soil prepared using bentonite-sand mixture was used to evaluate the effect of carbonation at macroscopic scale. Impact of diffusion of CO 2 was identified based on changes in Ca/Si ratio, pH values and morphology variations and changes in concentrations of calcium carbonate and residual lime in the samples. Observations suggest that carbonation of C-S-H phases in presence of moisture is a multistep process where metastable calcium bicarbonate phases form initially. 30-day exposure to one percent CO 2 was observed to mimic 720 days of infield carbonation due to atmospheric exposure.

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Publication Details

Journal
Physica Scripta
Published
2025-03-17
DOI
https://doi.org/10.1088/1402-4896/adc164
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

Laboratory based accelerated carbonation approach to simulate long term field carbonation in cementitious mixtures

Syam Nair, Sulagna Bhattacharjee
Physica Scripta
Concrete and Cement Materials Research
article

Laboratory based accelerated carbonation approach to simulate long term field carbonation in cementitious mixtures

Syam Nair, Sulagna Bhattacharjee
article en

Abstract

Abstract Calcium silicate hydrate (C-S-H) phases precipitated during cementitious reactions are responsible for strength gain in lime and cement-stabilized subgrade layers. Exposure of these treated layers to environmental factors can lead to carbonation of C-S-H phases which can be detrimental to the long-term performance of these materials. The study focuses on understanding the physio-chemical changes incurred in C-S-H phases during carbonation and developing an approach to shorten the timescale required for carbonation studies where field carbonation needs to be simulated. For micro scale studies, pure C-S-H phases were synthesized in laboratory and were subjected to varying levels of carbon dioxide (CO 2 ) exposure under controlled conditions. Lime treated soil prepared using bentonite-sand mixture was used to evaluate the effect of carbonation at macroscopic scale. Impact of diffusion of CO 2 was identified based on changes in Ca/Si ratio, pH values and morphology variations and changes in concentrations of calcium carbonate and residual lime in the samples. Observations suggest that carbonation of C-S-H phases in presence of moisture is a multistep process where metastable calcium bicarbonate phases form initially. 30-day exposure to one percent CO 2 was observed to mimic 720 days of infield carbonation due to atmospheric exposure.

Physica ScriptaVol. 100(4)
Indian Institute of Technology Kanpur (IN)
Openalex Percentile: Top 95%
Concrete and Cement Materials Research
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