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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Published in:Environmental Science and Pollution Research
Main Author: Mangi S.A.; Wan Ibrahim M.H.; Jamaluddin N.; Arshad M.F.; Khahro S.H.; Putra Jaya R.
Format: Article
Language:English
Published: Springer Science and Business Media Deutschland GmbH 2021
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85108590552&doi=10.1007%2fs11356-021-15006-x&partnerID=40&md5=918203a3c3de72c57b508f729dd96d81
id 2-s2.0-85108590552
spelling 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
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