Effects of moulding pressure and w/c induced pore water saturation on the CO2 curing efficiency of dry-mix cement blocks

CO2 curing, also known as accelerated carbonation is considered as a promising technique to mineralize CO2 and enhance the properties of cement-based materials. Since the amount of pore water saturation can control the carbonation rate, this paper aims to investigate the optimal moulding pressure (M...

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Main Authors: Tiong, Michelle, Li, Xuemiao, Mo, Kim Hung, Ling, Tung-Chai
Format: Article
Published: Elsevier 2022
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Online Access:http://eprints.um.edu.my/42882/
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spelling my.um.eprints.428822023-09-18T07:23:06Z http://eprints.um.edu.my/42882/ Effects of moulding pressure and w/c induced pore water saturation on the CO2 curing efficiency of dry-mix cement blocks Tiong, Michelle Li, Xuemiao Mo, Kim Hung Ling, Tung-Chai TA Engineering (General). Civil engineering (General) CO2 curing, also known as accelerated carbonation is considered as a promising technique to mineralize CO2 and enhance the properties of cement-based materials. Since the amount of pore water saturation can control the carbonation rate, this paper aims to investigate the optimal moulding pressure (MP of 10, 15 and 20 MPa) and water-to-cement ratios (w/c of 0.125, 0.15 and 0.175) that could maximize the carbonation reaction as well as the properties of 2 h CO2 cured dry-mix cement blocks. The results found that increasing the pore water saturation from 50.6% to 91.9% by changing w/c and MP, inhibits the CO2 diffusion from surface to the innermost layer. The carbonation depth was also reduced from 7 mm to nearly 0 mm for the respective cement blocks. The change of pH value along the carbonation depth could indicate the CO2 diffusion pathway. The CO2 uptake result was corroborated with this finding too. However, it is found that MP is more dominant in determining the pore saturation whereas w/c is more dominant in controlling the strength development and carbonation depth. The optimal values of w/c and MP are 0.125 and 20 MPa respectively, which resulted in the highest compressive strength of 56 MPa upon 2 h of CO2 curing. Elsevier 2022-06 Article PeerReviewed Tiong, Michelle and Li, Xuemiao and Mo, Kim Hung and Ling, Tung-Chai (2022) Effects of moulding pressure and w/c induced pore water saturation on the CO2 curing efficiency of dry-mix cement blocks. Construction and Building Materials, 335. ISSN 0950-0618, DOI https://doi.org/10.1016/j.conbuildmat.2022.127509 <https://doi.org/10.1016/j.conbuildmat.2022.127509>. 10.1016/j.conbuildmat.2022.127509
institution Universiti Malaya
building UM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaya
content_source UM Research Repository
url_provider http://eprints.um.edu.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Tiong, Michelle
Li, Xuemiao
Mo, Kim Hung
Ling, Tung-Chai
Effects of moulding pressure and w/c induced pore water saturation on the CO2 curing efficiency of dry-mix cement blocks
description CO2 curing, also known as accelerated carbonation is considered as a promising technique to mineralize CO2 and enhance the properties of cement-based materials. Since the amount of pore water saturation can control the carbonation rate, this paper aims to investigate the optimal moulding pressure (MP of 10, 15 and 20 MPa) and water-to-cement ratios (w/c of 0.125, 0.15 and 0.175) that could maximize the carbonation reaction as well as the properties of 2 h CO2 cured dry-mix cement blocks. The results found that increasing the pore water saturation from 50.6% to 91.9% by changing w/c and MP, inhibits the CO2 diffusion from surface to the innermost layer. The carbonation depth was also reduced from 7 mm to nearly 0 mm for the respective cement blocks. The change of pH value along the carbonation depth could indicate the CO2 diffusion pathway. The CO2 uptake result was corroborated with this finding too. However, it is found that MP is more dominant in determining the pore saturation whereas w/c is more dominant in controlling the strength development and carbonation depth. The optimal values of w/c and MP are 0.125 and 20 MPa respectively, which resulted in the highest compressive strength of 56 MPa upon 2 h of CO2 curing.
format Article
author Tiong, Michelle
Li, Xuemiao
Mo, Kim Hung
Ling, Tung-Chai
author_facet Tiong, Michelle
Li, Xuemiao
Mo, Kim Hung
Ling, Tung-Chai
author_sort Tiong, Michelle
title Effects of moulding pressure and w/c induced pore water saturation on the CO2 curing efficiency of dry-mix cement blocks
title_short Effects of moulding pressure and w/c induced pore water saturation on the CO2 curing efficiency of dry-mix cement blocks
title_full Effects of moulding pressure and w/c induced pore water saturation on the CO2 curing efficiency of dry-mix cement blocks
title_fullStr Effects of moulding pressure and w/c induced pore water saturation on the CO2 curing efficiency of dry-mix cement blocks
title_full_unstemmed Effects of moulding pressure and w/c induced pore water saturation on the CO2 curing efficiency of dry-mix cement blocks
title_sort effects of moulding pressure and w/c induced pore water saturation on the co2 curing efficiency of dry-mix cement blocks
publisher Elsevier
publishDate 2022
url http://eprints.um.edu.my/42882/
_version_ 1778161679208546304