Use of natural pozzolanic material as partial replacement Ordinary Portland Cement (OPC) in concrete

Fly ash is a powder material of burned coal from thermal power stations which produces cementitious and pozzolanic material. Commonly use of fly ash in concrete for building construction contributes conducive environmental and also reduces the effect of pollutant in site project. Therefore, this stu...

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Main Authors: Ishak, Rahim, Shapie, Sinatu Sadiah, Lai, Jau Choy
Format: Article
Language:English
Published: HRMARS 2020
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Online Access:http://eprints.utm.my/id/eprint/91007/1/LaiJauChoy2020_UseofNaturalPozzolanicMaterialasPartial.pdf
http://eprints.utm.my/id/eprint/91007/
http://dx.doi.org/10.6007/IJARBSS/v10-i9/7987
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Institution: Universiti Teknologi Malaysia
Language: English
id my.utm.91007
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spelling my.utm.910072021-05-31T13:41:22Z http://eprints.utm.my/id/eprint/91007/ Use of natural pozzolanic material as partial replacement Ordinary Portland Cement (OPC) in concrete Ishak, Rahim Shapie, Sinatu Sadiah Lai, Jau Choy TP Chemical technology Fly ash is a powder material of burned coal from thermal power stations which produces cementitious and pozzolanic material. Commonly use of fly ash in concrete for building construction contributes conducive environmental and also reduces the effect of pollutant in site project. Therefore, this study was conducted to investigate the use of fly ash as partial replacement of cement in concrete as a mean of producing more environmental friendly concrete. The content of fly ash as partial replacement of ordinary portland cement(OPC) is investigated by weight accordingly in range 0%(without fly ash), 10%, 20% and 30% for grade 25. The chemical composition of fly ash was determine using X-ray Fluorescence (XRF). The scanning electron microscope (SEM) was used to determine particle size, shape and texture of fly ash. The mix proportion of concrete was determine using mix design method according to British Standard. The workability of the fresh concrete mixture was evaluated using slump test while compressive strength of cubes concrete was evaluated at 7, 14, 28 and 56 days. A total of 48 cubes concrete with size 100mmx100mmx100mm were made. The optimum compressive strength at all ages of testing was obtained at 10% replacement. Workability decreased with an increased in replacement percentage of fly ash. The results therefore show that fly ash as pozzolanic materials can be used to partially replace ordinary portland cement in production of concrete. HRMARS 2020-09 Article PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/91007/1/LaiJauChoy2020_UseofNaturalPozzolanicMaterialasPartial.pdf Ishak, Rahim and Shapie, Sinatu Sadiah and Lai, Jau Choy (2020) Use of natural pozzolanic material as partial replacement Ordinary Portland Cement (OPC) in concrete. International Journal of Academic Research in Business and Social Sciences, 10 (9). pp. 1077-1087. ISSN 2222-6990 http://dx.doi.org/10.6007/IJARBSS/v10-i9/7987 DOI:10.6007/IJARBSS/v10-i9/7987
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/
language English
topic TP Chemical technology
spellingShingle TP Chemical technology
Ishak, Rahim
Shapie, Sinatu Sadiah
Lai, Jau Choy
Use of natural pozzolanic material as partial replacement Ordinary Portland Cement (OPC) in concrete
description Fly ash is a powder material of burned coal from thermal power stations which produces cementitious and pozzolanic material. Commonly use of fly ash in concrete for building construction contributes conducive environmental and also reduces the effect of pollutant in site project. Therefore, this study was conducted to investigate the use of fly ash as partial replacement of cement in concrete as a mean of producing more environmental friendly concrete. The content of fly ash as partial replacement of ordinary portland cement(OPC) is investigated by weight accordingly in range 0%(without fly ash), 10%, 20% and 30% for grade 25. The chemical composition of fly ash was determine using X-ray Fluorescence (XRF). The scanning electron microscope (SEM) was used to determine particle size, shape and texture of fly ash. The mix proportion of concrete was determine using mix design method according to British Standard. The workability of the fresh concrete mixture was evaluated using slump test while compressive strength of cubes concrete was evaluated at 7, 14, 28 and 56 days. A total of 48 cubes concrete with size 100mmx100mmx100mm were made. The optimum compressive strength at all ages of testing was obtained at 10% replacement. Workability decreased with an increased in replacement percentage of fly ash. The results therefore show that fly ash as pozzolanic materials can be used to partially replace ordinary portland cement in production of concrete.
format Article
author Ishak, Rahim
Shapie, Sinatu Sadiah
Lai, Jau Choy
author_facet Ishak, Rahim
Shapie, Sinatu Sadiah
Lai, Jau Choy
author_sort Ishak, Rahim
title Use of natural pozzolanic material as partial replacement Ordinary Portland Cement (OPC) in concrete
title_short Use of natural pozzolanic material as partial replacement Ordinary Portland Cement (OPC) in concrete
title_full Use of natural pozzolanic material as partial replacement Ordinary Portland Cement (OPC) in concrete
title_fullStr Use of natural pozzolanic material as partial replacement Ordinary Portland Cement (OPC) in concrete
title_full_unstemmed Use of natural pozzolanic material as partial replacement Ordinary Portland Cement (OPC) in concrete
title_sort use of natural pozzolanic material as partial replacement ordinary portland cement (opc) in concrete
publisher HRMARS
publishDate 2020
url http://eprints.utm.my/id/eprint/91007/1/LaiJauChoy2020_UseofNaturalPozzolanicMaterialasPartial.pdf
http://eprints.utm.my/id/eprint/91007/
http://dx.doi.org/10.6007/IJARBSS/v10-i9/7987
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