Influence of coal ash on the concrete properties and its performance under sulphate and chloride conditions
This study investigated the influence of coal bottom ash (CBA) on the concrete properties and evaluate the effects of combined exposure of sulphate and chloride conditions on the concrete containing CBA. During concrete mixing, cement was replaced with CBA by 10% of cement weight. Initially, concret...
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Springer Science and Business Media Deutschland GmbH
2021
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2-s2.0-85108590552 Mangi S.A.; Wan Ibrahim M.H.; Jamaluddin N.; Arshad M.F.; Khahro S.H.; Putra Jaya R. Influence of coal ash on the concrete properties and its performance under sulphate and chloride conditions 2021 Environmental Science and Pollution Research 28 43 10.1007/s11356-021-15006-x https://www.scopus.com/inward/record.uri?eid=2-s2.0-85108590552&doi=10.1007%2fs11356-021-15006-x&partnerID=40&md5=918203a3c3de72c57b508f729dd96d81 This study investigated the influence of coal bottom ash (CBA) on the concrete properties and evaluate the effects of combined exposure of sulphate and chloride conditions on the concrete containing CBA. During concrete mixing, cement was replaced with CBA by 10% of cement weight. Initially, concrete samples were kept in normal water for 28 days. Next, the specimens were moved to a combined solution of 5% sodium sulphate (Na2SO4) and 5% sodium chloride (NaCl) solution for a further 28 to 180 days. The experimental findings demonstrated that the concrete containing 10% CBA (M2) gives 12% higher compressive strength than the water cured normal concrete (M1). However, when it was exposed to a solution of 5% Na2SO4 and 5% NaCl, gives 0.2% greater compressive strength with reference to M1. The presence of 10% CBA decreases the chloride penetration and drying shrinkage around 33.6% and 29.2% respectively at 180 days. Hence, this study declared 10% CBA as optimum that can be used for future research. © 2021, The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature. Springer Science and Business Media Deutschland GmbH 9441344 English Article |
author |
Mangi S.A.; Wan Ibrahim M.H.; Jamaluddin N.; Arshad M.F.; Khahro S.H.; Putra Jaya R. |
spellingShingle |
Mangi S.A.; Wan Ibrahim M.H.; Jamaluddin N.; Arshad M.F.; Khahro S.H.; Putra Jaya R. Influence of coal ash on the concrete properties and its performance under sulphate and chloride conditions |
author_facet |
Mangi S.A.; Wan Ibrahim M.H.; Jamaluddin N.; Arshad M.F.; Khahro S.H.; Putra Jaya R. |
author_sort |
Mangi S.A.; Wan Ibrahim M.H.; Jamaluddin N.; Arshad M.F.; Khahro S.H.; Putra Jaya R. |
title |
Influence of coal ash on the concrete properties and its performance under sulphate and chloride conditions |
title_short |
Influence of coal ash on the concrete properties and its performance under sulphate and chloride conditions |
title_full |
Influence of coal ash on the concrete properties and its performance under sulphate and chloride conditions |
title_fullStr |
Influence of coal ash on the concrete properties and its performance under sulphate and chloride conditions |
title_full_unstemmed |
Influence of coal ash on the concrete properties and its performance under sulphate and chloride conditions |
title_sort |
Influence of coal ash on the concrete properties and its performance under sulphate and chloride conditions |
publishDate |
2021 |
container_title |
Environmental Science and Pollution Research |
container_volume |
28 |
container_issue |
43 |
doi_str_mv |
10.1007/s11356-021-15006-x |
url |
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85108590552&doi=10.1007%2fs11356-021-15006-x&partnerID=40&md5=918203a3c3de72c57b508f729dd96d81 |
description |
This study investigated the influence of coal bottom ash (CBA) on the concrete properties and evaluate the effects of combined exposure of sulphate and chloride conditions on the concrete containing CBA. During concrete mixing, cement was replaced with CBA by 10% of cement weight. Initially, concrete samples were kept in normal water for 28 days. Next, the specimens were moved to a combined solution of 5% sodium sulphate (Na2SO4) and 5% sodium chloride (NaCl) solution for a further 28 to 180 days. The experimental findings demonstrated that the concrete containing 10% CBA (M2) gives 12% higher compressive strength than the water cured normal concrete (M1). However, when it was exposed to a solution of 5% Na2SO4 and 5% NaCl, gives 0.2% greater compressive strength with reference to M1. The presence of 10% CBA decreases the chloride penetration and drying shrinkage around 33.6% and 29.2% respectively at 180 days. Hence, this study declared 10% CBA as optimum that can be used for future research. © 2021, The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature. |
publisher |
Springer Science and Business Media Deutschland GmbH |
issn |
9441344 |
language |
English |
format |
Article |
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record_format |
scopus |
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Scopus |
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1812871798976413696 |