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 in | IOP conference series. Earth and environmental science Vol. 1205; no. 1; pp. 12041 - 12047 |
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Main Authors | , , , , |
Format | Journal Article |
Language | English |
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Bristol
IOP Publishing
01.06.2023
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ISSN | 1755-1307 1755-1315 |
DOI | 10.1088/1755-1315/1205/1/012041 |
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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%. |
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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 |
Author_xml | – sequence: 1 givenname: C L surname: Yeng fullname: Yeng, C L organization: Undergraduate Studies, Faculty of Civil Engineering and Built Environment, Universiti Tun Hussein Onn Malaysia , Malaysia – sequence: 2 givenname: N surname: Md Noor fullname: Md Noor, N organization: Jamilus Research Centre, Faculty of Civil Engineering and Built Environment, Universiti Tun Hussein Onn Malaysia , Malaysia – sequence: 3 givenname: N A N surname: Che Rahim fullname: Che Rahim, N A N organization: Postgraduate Studies, Faculty of Civil Engineering and Built Environment, Universiti Tun Hussein Onn Malaysia , Malaysia – sequence: 4 givenname: M H surname: Ismail fullname: Ismail, M H organization: Jamilus Research Centre, Faculty of Civil Engineering and Built Environment, Universiti Tun Hussein Onn Malaysia , Malaysia – sequence: 5 givenname: I surname: Inam fullname: Inam, I organization: Department of Civil Engineering, Faculty of Engineering, Laghman University , Afghanistan |
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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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