Feasibility study of fine-metakaolin and coal bottom ash as cement and fine aggregate replacement in seawater-mixed concrete

The combination effect of fine-metakaolin (FMK) and coal bottom ash (CBA) as cement and fine aggregate replacement in seawater-concrete was investigated to reduce environmental issues such as carbon emission, global warming, and insufficient water resource. Optimum percentages of 10%, 20% and 30% of...

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Published inIOP conference series. Earth and environmental science Vol. 1205; no. 1; pp. 12041 - 12047
Main Authors Yeng, C L, Md Noor, N, Che Rahim, N A N, Ismail, M H, Inam, I
Format Journal Article
LanguageEnglish
Published Bristol IOP Publishing 01.06.2023
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ISSN1755-1307
1755-1315
DOI10.1088/1755-1315/1205/1/012041

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Abstract The combination effect of fine-metakaolin (FMK) and coal bottom ash (CBA) as cement and fine aggregate replacement in seawater-concrete was investigated to reduce environmental issues such as carbon emission, global warming, and insufficient water resource. Optimum percentages of 10%, 20% and 30% of fine-metakaolin was determined in Stage 1 through compression strength test. Stage 2 involved testing on mixture with FMK obtained in Stage 1 and 10%, 20%, 30%, 40% and 50% of CBA as the fine aggregate replacement. Nine series of concrete mixtures were prepared to conduct a compressive strength test and water absorption test at 7 and 28 days. It was observed that 10% of FMK and 10% of CBA incorporated with seawater had the highest compressive strength. Water absorption of the seawater-concrete mixed increased as the percentage of the CBA increased. It can be concluded that 10% to 50% replacement of CBA is suitable as the fine aggregate replacement with the substitution of FMK at 10%.
AbstractList The combination effect of fine-metakaolin (FMK) and coal bottom ash (CBA) as cement and fine aggregate replacement in seawater-concrete was investigated to reduce environmental issues such as carbon emission, global warming, and insufficient water resource. Optimum percentages of 10%, 20% and 30% of fine-metakaolin was determined in Stage 1 through compression strength test. Stage 2 involved testing on mixture with FMK obtained in Stage 1 and 10%, 20%, 30%, 40% and 50% of CBA as the fine aggregate replacement. Nine series of concrete mixtures were prepared to conduct a compressive strength test and water absorption test at 7 and 28 days. It was observed that 10% of FMK and 10% of CBA incorporated with seawater had the highest compressive strength. Water absorption of the seawater-concrete mixed increased as the percentage of the CBA increased. It can be concluded that 10% to 50% replacement of CBA is suitable as the fine aggregate replacement with the substitution of FMK at 10%.
Author Inam, I
Che Rahim, N A N
Yeng, C L
Md Noor, N
Ismail, M H
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SubjectTerms Absorption
Bottom ash
Cement
Climate change
Compression
Compressive strength
Concrete
Concrete aggregates
Concrete mixes
Emission analysis
Feasibility studies
Global warming
Metakaolin
Mixtures
Seawater
Water absorption
Water resources
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Title Feasibility study of fine-metakaolin and coal bottom ash as cement and fine aggregate replacement in seawater-mixed concrete
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