Utilization of fly ash as partial sand replacement in oil palm shell lightweight aggregate concrete

Realization on the increasing demand for river sand supply in construction sector has inspired the current research to find alternative material to reduce the use of natural sand in oil palm shell lightweight aggregate concrete (OPS LWAC) production. The existence of fly ash, a by-product generated...

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Main Authors: Muhammad Nazrin Akmal, Ahmad Zawawi, Khairunisa, Muthusamy, Fadzil, Mat Yahaya, Mohd Hanafi, Hashim, Nur Azzimah, Zamri
Format: Conference or Workshop Item
Language:English
Published: IOP Publishing 2017
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Online Access:http://umpir.ump.edu.my/id/eprint/20183/1/Fullpaper%20Gcomse2%202017.pdf
http://umpir.ump.edu.my/id/eprint/20183/
https://doi.org/10.1088/1757-899X/271/1/012003
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Institution: Universiti Malaysia Pahang
Language: English
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spelling my.ump.umpir.201832019-10-16T08:28:10Z http://umpir.ump.edu.my/id/eprint/20183/ Utilization of fly ash as partial sand replacement in oil palm shell lightweight aggregate concrete Muhammad Nazrin Akmal, Ahmad Zawawi Khairunisa, Muthusamy Fadzil, Mat Yahaya Mohd Hanafi, Hashim Nur Azzimah, Zamri TA Engineering (General). Civil engineering (General) TH Building construction Realization on the increasing demand for river sand supply in construction sector has inspired the current research to find alternative material to reduce the use of natural sand in oil palm shell lightweight aggregate concrete (OPS LWAC) production. The existence of fly ash, a by-product generated from coal power plant, which pose negative impact to the environment when it is disposed as waste, were used in this research. The effect of fly ash content as partial sand replacement towards workability and compressive strength of OPS lightweight aggregate concrete were investigated. Four concrete mixes containing various percentage of fly ash that are 0%, 10%, 20% and 30% by weight of sand were used in the experimental work. All mixes were cast in form of cubes before subjected to water curing until the testing age. Compressive strength test were conducted at 1, 3, 7 and 28 days. The finding shows that the workability of the OPS LWAC decreases when more fly ash are used as sand replacement. It was found that adding of 10% fly ash as sand replacement content resulted in better compressive strength of OPS LWAC, which is higher than the control mix. IOP Publishing 2017 Conference or Workshop Item PeerReviewed application/pdf en cc_by http://umpir.ump.edu.my/id/eprint/20183/1/Fullpaper%20Gcomse2%202017.pdf Muhammad Nazrin Akmal, Ahmad Zawawi and Khairunisa, Muthusamy and Fadzil, Mat Yahaya and Mohd Hanafi, Hashim and Nur Azzimah, Zamri (2017) Utilization of fly ash as partial sand replacement in oil palm shell lightweight aggregate concrete. In: IOP Conference Series: Materials Science and Engineering, Global Congress on Construction, Material and Structural Engineering 2017 (GCoMSE2017), 28-29 August 2017 , Johor Bahru, Malaysia. pp. 1-6., 271 (012003). ISSN 1757-8981 (Print), 1757-899X (Online) https://doi.org/10.1088/1757-899X/271/1/012003 10.1088/1757-899X/271/1/012003
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)
TH Building construction
spellingShingle TA Engineering (General). Civil engineering (General)
TH Building construction
Muhammad Nazrin Akmal, Ahmad Zawawi
Khairunisa, Muthusamy
Fadzil, Mat Yahaya
Mohd Hanafi, Hashim
Nur Azzimah, Zamri
Utilization of fly ash as partial sand replacement in oil palm shell lightweight aggregate concrete
description Realization on the increasing demand for river sand supply in construction sector has inspired the current research to find alternative material to reduce the use of natural sand in oil palm shell lightweight aggregate concrete (OPS LWAC) production. The existence of fly ash, a by-product generated from coal power plant, which pose negative impact to the environment when it is disposed as waste, were used in this research. The effect of fly ash content as partial sand replacement towards workability and compressive strength of OPS lightweight aggregate concrete were investigated. Four concrete mixes containing various percentage of fly ash that are 0%, 10%, 20% and 30% by weight of sand were used in the experimental work. All mixes were cast in form of cubes before subjected to water curing until the testing age. Compressive strength test were conducted at 1, 3, 7 and 28 days. The finding shows that the workability of the OPS LWAC decreases when more fly ash are used as sand replacement. It was found that adding of 10% fly ash as sand replacement content resulted in better compressive strength of OPS LWAC, which is higher than the control mix.
format Conference or Workshop Item
author Muhammad Nazrin Akmal, Ahmad Zawawi
Khairunisa, Muthusamy
Fadzil, Mat Yahaya
Mohd Hanafi, Hashim
Nur Azzimah, Zamri
author_facet Muhammad Nazrin Akmal, Ahmad Zawawi
Khairunisa, Muthusamy
Fadzil, Mat Yahaya
Mohd Hanafi, Hashim
Nur Azzimah, Zamri
author_sort Muhammad Nazrin Akmal, Ahmad Zawawi
title Utilization of fly ash as partial sand replacement in oil palm shell lightweight aggregate concrete
title_short Utilization of fly ash as partial sand replacement in oil palm shell lightweight aggregate concrete
title_full Utilization of fly ash as partial sand replacement in oil palm shell lightweight aggregate concrete
title_fullStr Utilization of fly ash as partial sand replacement in oil palm shell lightweight aggregate concrete
title_full_unstemmed Utilization of fly ash as partial sand replacement in oil palm shell lightweight aggregate concrete
title_sort utilization of fly ash as partial sand replacement in oil palm shell lightweight aggregate concrete
publisher IOP Publishing
publishDate 2017
url http://umpir.ump.edu.my/id/eprint/20183/1/Fullpaper%20Gcomse2%202017.pdf
http://umpir.ump.edu.my/id/eprint/20183/
https://doi.org/10.1088/1757-899X/271/1/012003
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