Carbonated ground granulated blast furnace slag stabilising brown kaolin

Proposals have been made by several researchers to conduct the sequestration of carbon dioxide (CO2) through calcium and magnesium-rich materials. From these materials, ground granulated blast furnace slag (GGBS) containing 5% magnesium and 45% calcium is seen to be a good candidate and is available...

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Main Authors: Mohammed, Ahmed Mohammed Awad, Mohd. Yunus, Nor Zurairahetty, Hezmi, Muhammad Azril, A. Rashid, Ahmad Safuan, Horpibulsuk, Suksun
Format: Article
Published: Springer-Verlag GmbH Germany 2021
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Online Access:http://eprints.utm.my/id/eprint/94226/
http://dx.doi.org/10.1016/j.ecolmodel.2021.109721
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Institution: Universiti Teknologi Malaysia
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spelling my.utm.942262022-03-31T15:24:55Z http://eprints.utm.my/id/eprint/94226/ Carbonated ground granulated blast furnace slag stabilising brown kaolin Mohammed, Ahmed Mohammed Awad Mohd. Yunus, Nor Zurairahetty Hezmi, Muhammad Azril A. Rashid, Ahmad Safuan Horpibulsuk, Suksun TA Engineering (General). Civil engineering (General) Proposals have been made by several researchers to conduct the sequestration of carbon dioxide (CO2) through calcium and magnesium-rich materials. From these materials, ground granulated blast furnace slag (GGBS) containing 5% magnesium and 45% calcium is seen to be a good candidate and is available to sequester CO2. This study intends to ascertain the ability to absorb CO2, sequester it, and increase treated kaolin strength with different content of GGBS under various carbonation periods with varying CO2 pressure. The impacts of carbonated GGBS on the mechanical attributes of soil were examined by conducting the unconfined compressive strength (UCS) test, and microstructure analysis was conducted to identify the changes in the structure and Crestline phase. Stationary carbonation in a triaxial test with pure CO2 was conducted to accelerate the carbonation process. The outcome indicates that the strength rises as the carbonation period rises. Likewise, UCS rises as the CO2 pressure rises from 100 to 200 kPa. It could be concluded that augmentation of the strength is because of carbonated calcium and magnesium products which stuff the soil voids. Changes occur on the microstructure level due to carbonation as well. Springer-Verlag GmbH Germany 2021-10 Article PeerReviewed Mohammed, Ahmed Mohammed Awad and Mohd. Yunus, Nor Zurairahetty and Hezmi, Muhammad Azril and A. Rashid, Ahmad Safuan and Horpibulsuk, Suksun (2021) Carbonated ground granulated blast furnace slag stabilising brown kaolin. Environmental Science and Pollution Research, 28 (40). pp. 57308-57320. ISSN 0944-1344 http://dx.doi.org/10.1016/j.ecolmodel.2021.109721 DOI:10.1016/j.ecolmodel.2021.109721
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Mohammed, Ahmed Mohammed Awad
Mohd. Yunus, Nor Zurairahetty
Hezmi, Muhammad Azril
A. Rashid, Ahmad Safuan
Horpibulsuk, Suksun
Carbonated ground granulated blast furnace slag stabilising brown kaolin
description Proposals have been made by several researchers to conduct the sequestration of carbon dioxide (CO2) through calcium and magnesium-rich materials. From these materials, ground granulated blast furnace slag (GGBS) containing 5% magnesium and 45% calcium is seen to be a good candidate and is available to sequester CO2. This study intends to ascertain the ability to absorb CO2, sequester it, and increase treated kaolin strength with different content of GGBS under various carbonation periods with varying CO2 pressure. The impacts of carbonated GGBS on the mechanical attributes of soil were examined by conducting the unconfined compressive strength (UCS) test, and microstructure analysis was conducted to identify the changes in the structure and Crestline phase. Stationary carbonation in a triaxial test with pure CO2 was conducted to accelerate the carbonation process. The outcome indicates that the strength rises as the carbonation period rises. Likewise, UCS rises as the CO2 pressure rises from 100 to 200 kPa. It could be concluded that augmentation of the strength is because of carbonated calcium and magnesium products which stuff the soil voids. Changes occur on the microstructure level due to carbonation as well.
format Article
author Mohammed, Ahmed Mohammed Awad
Mohd. Yunus, Nor Zurairahetty
Hezmi, Muhammad Azril
A. Rashid, Ahmad Safuan
Horpibulsuk, Suksun
author_facet Mohammed, Ahmed Mohammed Awad
Mohd. Yunus, Nor Zurairahetty
Hezmi, Muhammad Azril
A. Rashid, Ahmad Safuan
Horpibulsuk, Suksun
author_sort Mohammed, Ahmed Mohammed Awad
title Carbonated ground granulated blast furnace slag stabilising brown kaolin
title_short Carbonated ground granulated blast furnace slag stabilising brown kaolin
title_full Carbonated ground granulated blast furnace slag stabilising brown kaolin
title_fullStr Carbonated ground granulated blast furnace slag stabilising brown kaolin
title_full_unstemmed Carbonated ground granulated blast furnace slag stabilising brown kaolin
title_sort carbonated ground granulated blast furnace slag stabilising brown kaolin
publisher Springer-Verlag GmbH Germany
publishDate 2021
url http://eprints.utm.my/id/eprint/94226/
http://dx.doi.org/10.1016/j.ecolmodel.2021.109721
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