Properties of foamed concrete containing palm oil fuel ash

In Malaysia, industrial by-products namely oil palm shell, palm oil fuel ash, fly ash, and coal bottom ash continuously generated in increasing amount over the years. These materials are usually dumped as wastes which cause environmental pollution. Success in utilizing these byproducts in production...

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Main Authors: Muthusamy, Khairunisa B., Ahmad, Saffuan Wan, Sundara, Parameswary, Kusbiantoro, Andri, Othman, R.
Format: Research Report
Language:English
Published: 2018
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/36388/
http://umpir.ump.edu.my/id/eprint/36388/1/Properties%20of%20foamed%20concrete%20containing%20palm%20oil%20fuel%20ash.wm.pdf
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author Muthusamy, Khairunisa B.
Ahmad, Saffuan Wan
Sundara, Parameswary
Kusbiantoro, Andri
Othman, R.
author_facet Muthusamy, Khairunisa B.
Ahmad, Saffuan Wan
Sundara, Parameswary
Kusbiantoro, Andri
Othman, R.
author_sort Muthusamy, Khairunisa B.
building UMP Institutional Repository
collection Online Access
description In Malaysia, industrial by-products namely oil palm shell, palm oil fuel ash, fly ash, and coal bottom ash continuously generated in increasing amount over the years. These materials are usually dumped as wastes which cause environmental pollution. Success in utilizing these byproducts in production of construction materials would reduce amount of waste disposed. This research was conducted to investigate the properties of lightweight concrete containing industrial wastes as mixing ingredient. Five types of lightweight concrete mixes were prepared consisting of various percentages of industrial ashes. Three types of curing were employed that is water curing, tropical air curing and 7 days initial water curing. The finding shows that selection of suitable type of curing and amount of industrial ashes used would contribute towards concrete strength enhancement. Water curing is recommended for lightweight concrete containing industrial ashes as the continuous presence of water during curing period ensure undisturbed pozzolanic reaction that vital for concrete densification. As a result, the water cured concrete specimens containing 10% ashes exhibit better strength and durability performance at all time. Water cured specimen exhibit the lowest percentage of water absorbed. Upon exposure to acid and sulphate attack, water cured specimen with 10% ashes exhibit the higher resistance with lower mass loss and strength deterioration value. Using too much of ashes as mixing ingredient in lightweight concrete is not recommended as it cause adverse effect to concrete strength and durability. Conclusively, lightweight concrete produced using industrial ash has the potential to be used in building construction.
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format Research Report
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institution Universiti Malaysia Pahang
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language English
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publishDate 2018
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spelling ump-363882023-02-20T04:51:33Z http://umpir.ump.edu.my/id/eprint/36388/ Properties of foamed concrete containing palm oil fuel ash Muthusamy, Khairunisa B. Ahmad, Saffuan Wan Sundara, Parameswary Kusbiantoro, Andri Othman, R. TA Engineering (General). Civil engineering (General) In Malaysia, industrial by-products namely oil palm shell, palm oil fuel ash, fly ash, and coal bottom ash continuously generated in increasing amount over the years. These materials are usually dumped as wastes which cause environmental pollution. Success in utilizing these byproducts in production of construction materials would reduce amount of waste disposed. This research was conducted to investigate the properties of lightweight concrete containing industrial wastes as mixing ingredient. Five types of lightweight concrete mixes were prepared consisting of various percentages of industrial ashes. Three types of curing were employed that is water curing, tropical air curing and 7 days initial water curing. The finding shows that selection of suitable type of curing and amount of industrial ashes used would contribute towards concrete strength enhancement. Water curing is recommended for lightweight concrete containing industrial ashes as the continuous presence of water during curing period ensure undisturbed pozzolanic reaction that vital for concrete densification. As a result, the water cured concrete specimens containing 10% ashes exhibit better strength and durability performance at all time. Water cured specimen exhibit the lowest percentage of water absorbed. Upon exposure to acid and sulphate attack, water cured specimen with 10% ashes exhibit the higher resistance with lower mass loss and strength deterioration value. Using too much of ashes as mixing ingredient in lightweight concrete is not recommended as it cause adverse effect to concrete strength and durability. Conclusively, lightweight concrete produced using industrial ash has the potential to be used in building construction. 2018 Research Report NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/36388/1/Properties%20of%20foamed%20concrete%20containing%20palm%20oil%20fuel%20ash.wm.pdf Muthusamy, Khairunisa B. and Ahmad, Saffuan Wan and Sundara, Parameswary and Kusbiantoro, Andri and Othman, R. (2018) Properties of foamed concrete containing palm oil fuel ash. , [Research Report] (Unpublished)
spellingShingle TA Engineering (General). Civil engineering (General)
Muthusamy, Khairunisa B.
Ahmad, Saffuan Wan
Sundara, Parameswary
Kusbiantoro, Andri
Othman, R.
Properties of foamed concrete containing palm oil fuel ash
title Properties of foamed concrete containing palm oil fuel ash
title_full Properties of foamed concrete containing palm oil fuel ash
title_fullStr Properties of foamed concrete containing palm oil fuel ash
title_full_unstemmed Properties of foamed concrete containing palm oil fuel ash
title_short Properties of foamed concrete containing palm oil fuel ash
title_sort properties of foamed concrete containing palm oil fuel ash
topic TA Engineering (General). Civil engineering (General)
url http://umpir.ump.edu.my/id/eprint/36388/
http://umpir.ump.edu.my/id/eprint/36388/1/Properties%20of%20foamed%20concrete%20containing%20palm%20oil%20fuel%20ash.wm.pdf