Effect of unground oil palm ash as mixing ingredient towards properties of concrete

Malaysia being one of the world largest palm oil producers generates palm oil fuel ash (POFA), a by-product in increasing quantity. This material which usually disposed as solid waste causes pollution to the environment. Success in converting this waste material into benefitting product would reduce...

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Main Authors: M. A., Sulaiman, Khairunisa, Muthusamy, Shariza, Mat Aris, M. H., Mohd Rasid, Paramasivam, R., R., Othman
Format: Conference or Workshop Item
Language:English
Published: IOP Science 2018
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/21213/1/Effect%20of%20unground%20oil%20palm%20ash%20as%20mixing-fkasa-2018.pdf
http://umpir.ump.edu.my/id/eprint/21213/
https://doi.org/10.1088/1755-1315/140/1/012150
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spelling my.ump.umpir.212132018-07-16T07:20:21Z http://umpir.ump.edu.my/id/eprint/21213/ Effect of unground oil palm ash as mixing ingredient towards properties of concrete M. A., Sulaiman Khairunisa, Muthusamy Shariza, Mat Aris M. H., Mohd Rasid Paramasivam, R. R., Othman TA Engineering (General). Civil engineering (General) Malaysia being one of the world largest palm oil producers generates palm oil fuel ash (POFA), a by-product in increasing quantity. This material which usually disposed as solid waste causes pollution to the environment. Success in converting this waste material into benefitting product would reduce amount of waste disposed and contributes towards cleaner environment. This research explores the potential of unground oil palm ash being used as partial sand replacement in normal concrete production. Experimental work has been conducted to determine the workability, compressive strength and flexural strength of concrete when unground oil palm ash is added as partial sand replacement. A total of five mixes containing various percentage of oil palm ash, which are 0%, 5%, 10%, 15% and 20% have been prepared. All specimens were water cured until the testing date. The slump test, compressive strength test and flexural strength test was conducted. The findings show that mix produced using 10% of palm oil fuel ash exhibit higher compressive strength and flexural strength as compared to control specimen. Utilization of unground oil palm ash as partial sand replacement would be able to reduce dependency of construction industry on natural sand supply and also as one of the solution to reuse palm oil industry waste. IOP Science 2018-04 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/21213/1/Effect%20of%20unground%20oil%20palm%20ash%20as%20mixing-fkasa-2018.pdf M. A., Sulaiman and Khairunisa, Muthusamy and Shariza, Mat Aris and M. H., Mohd Rasid and Paramasivam, R. and R., Othman (2018) Effect of unground oil palm ash as mixing ingredient towards properties of concrete. In: IOP Conference Series: Earth and Environmental Science, 4th International Conference on Civil and Environmental Engineering for Sustainability (IConCEES 2017), 4-5 December 2017 , Langkawi, Malaysia. pp. 1-6., 140 (012150). ISSN 1755-1315 https://doi.org/10.1088/1755-1315/140/1/012150
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
M. A., Sulaiman
Khairunisa, Muthusamy
Shariza, Mat Aris
M. H., Mohd Rasid
Paramasivam, R.
R., Othman
Effect of unground oil palm ash as mixing ingredient towards properties of concrete
description Malaysia being one of the world largest palm oil producers generates palm oil fuel ash (POFA), a by-product in increasing quantity. This material which usually disposed as solid waste causes pollution to the environment. Success in converting this waste material into benefitting product would reduce amount of waste disposed and contributes towards cleaner environment. This research explores the potential of unground oil palm ash being used as partial sand replacement in normal concrete production. Experimental work has been conducted to determine the workability, compressive strength and flexural strength of concrete when unground oil palm ash is added as partial sand replacement. A total of five mixes containing various percentage of oil palm ash, which are 0%, 5%, 10%, 15% and 20% have been prepared. All specimens were water cured until the testing date. The slump test, compressive strength test and flexural strength test was conducted. The findings show that mix produced using 10% of palm oil fuel ash exhibit higher compressive strength and flexural strength as compared to control specimen. Utilization of unground oil palm ash as partial sand replacement would be able to reduce dependency of construction industry on natural sand supply and also as one of the solution to reuse palm oil industry waste.
format Conference or Workshop Item
author M. A., Sulaiman
Khairunisa, Muthusamy
Shariza, Mat Aris
M. H., Mohd Rasid
Paramasivam, R.
R., Othman
author_facet M. A., Sulaiman
Khairunisa, Muthusamy
Shariza, Mat Aris
M. H., Mohd Rasid
Paramasivam, R.
R., Othman
author_sort M. A., Sulaiman
title Effect of unground oil palm ash as mixing ingredient towards properties of concrete
title_short Effect of unground oil palm ash as mixing ingredient towards properties of concrete
title_full Effect of unground oil palm ash as mixing ingredient towards properties of concrete
title_fullStr Effect of unground oil palm ash as mixing ingredient towards properties of concrete
title_full_unstemmed Effect of unground oil palm ash as mixing ingredient towards properties of concrete
title_sort effect of unground oil palm ash as mixing ingredient towards properties of concrete
publisher IOP Science
publishDate 2018
url http://umpir.ump.edu.my/id/eprint/21213/1/Effect%20of%20unground%20oil%20palm%20ash%20as%20mixing-fkasa-2018.pdf
http://umpir.ump.edu.my/id/eprint/21213/
https://doi.org/10.1088/1755-1315/140/1/012150
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score 13.18916