A STUDY ON THE EFFECT OF CURING PERIOD ON THE STRENGTH OF CEMENT BRICK USING SAGO FINE WASTE AS CEMENT REPLACEMENT

This study presents the effect of curing period towards properties of cement brick made up of cement, sand, and sago fine waste (SFW) as cement replacement. The percentage of replacement for SFW is in range between 0% to 10%. The strength of cement bricks was investigated based on curing period of 7...

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Main Authors: Abd Wahab, Norhayati, Adnan, Suraya Hani Adnan, Ibrahim, Abdul Hadi Izaan, Mohamad, Mazizah Ezdiani, Osman, Mohamad Hairi, Jamellodin, Zalipah, Abdul Hamid, Noor Azlina
Format: Article
Language:English
Published: 2023
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Online Access:http://eprints.uthm.edu.my/9450/1/J16006_cb851c430af7c9ec8416d805cfb7ce46.pdf
http://eprints.uthm.edu.my/9450/
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Institution: Universiti Tun Hussein Onn Malaysia
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spelling my.uthm.eprints.94502023-07-30T07:13:46Z http://eprints.uthm.edu.my/9450/ A STUDY ON THE EFFECT OF CURING PERIOD ON THE STRENGTH OF CEMENT BRICK USING SAGO FINE WASTE AS CEMENT REPLACEMENT Abd Wahab, Norhayati Adnan, Suraya Hani Adnan Ibrahim, Abdul Hadi Izaan Mohamad, Mazizah Ezdiani Osman, Mohamad Hairi Jamellodin, Zalipah Abdul Hamid, Noor Azlina T Technology (General) This study presents the effect of curing period towards properties of cement brick made up of cement, sand, and sago fine waste (SFW) as cement replacement. The percentage of replacement for SFW is in range between 0% to 10%. The strength of cement bricks was investigated based on curing period of 7, 28, 56, and 90 days and the density of the bricks were also recorded. Result shows the density of the brick decreases as the percentages of replacement of SFW increase. As per ASTM C55-11, bricks specimens for replacement 2 and 4% of SFW were categorized under normal brick category, while 6 to 10% as medium weight category. SFW has a substantial impact on the compressive strength of brick in which increasing the percentages of SFW lowers the brick's value of strength. The longer the curing process takes, the stronger the brick becomes. All bricks met the requirements of class 1, 2, and 3 load-bearing bricks, according to Malaysian standard MS 1933: Part 1: 2007 which shows the potential of SFW as a revolutionary pozzolanic material for more environmentally friendly bricks. 2023 Article PeerReviewed text en http://eprints.uthm.edu.my/9450/1/J16006_cb851c430af7c9ec8416d805cfb7ce46.pdf Abd Wahab, Norhayati and Adnan, Suraya Hani Adnan and Ibrahim, Abdul Hadi Izaan and Mohamad, Mazizah Ezdiani and Osman, Mohamad Hairi and Jamellodin, Zalipah and Abdul Hamid, Noor Azlina (2023) A STUDY ON THE EFFECT OF CURING PERIOD ON THE STRENGTH OF CEMENT BRICK USING SAGO FINE WASTE AS CEMENT REPLACEMENT. Malaysian Construction Research Journal, 39 (1). pp. 41-49.
institution Universiti Tun Hussein Onn Malaysia
building UTHM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
url_provider http://eprints.uthm.edu.my/
language English
topic T Technology (General)
spellingShingle T Technology (General)
Abd Wahab, Norhayati
Adnan, Suraya Hani Adnan
Ibrahim, Abdul Hadi Izaan
Mohamad, Mazizah Ezdiani
Osman, Mohamad Hairi
Jamellodin, Zalipah
Abdul Hamid, Noor Azlina
A STUDY ON THE EFFECT OF CURING PERIOD ON THE STRENGTH OF CEMENT BRICK USING SAGO FINE WASTE AS CEMENT REPLACEMENT
description This study presents the effect of curing period towards properties of cement brick made up of cement, sand, and sago fine waste (SFW) as cement replacement. The percentage of replacement for SFW is in range between 0% to 10%. The strength of cement bricks was investigated based on curing period of 7, 28, 56, and 90 days and the density of the bricks were also recorded. Result shows the density of the brick decreases as the percentages of replacement of SFW increase. As per ASTM C55-11, bricks specimens for replacement 2 and 4% of SFW were categorized under normal brick category, while 6 to 10% as medium weight category. SFW has a substantial impact on the compressive strength of brick in which increasing the percentages of SFW lowers the brick's value of strength. The longer the curing process takes, the stronger the brick becomes. All bricks met the requirements of class 1, 2, and 3 load-bearing bricks, according to Malaysian standard MS 1933: Part 1: 2007 which shows the potential of SFW as a revolutionary pozzolanic material for more environmentally friendly bricks.
format Article
author Abd Wahab, Norhayati
Adnan, Suraya Hani Adnan
Ibrahim, Abdul Hadi Izaan
Mohamad, Mazizah Ezdiani
Osman, Mohamad Hairi
Jamellodin, Zalipah
Abdul Hamid, Noor Azlina
author_facet Abd Wahab, Norhayati
Adnan, Suraya Hani Adnan
Ibrahim, Abdul Hadi Izaan
Mohamad, Mazizah Ezdiani
Osman, Mohamad Hairi
Jamellodin, Zalipah
Abdul Hamid, Noor Azlina
author_sort Abd Wahab, Norhayati
title A STUDY ON THE EFFECT OF CURING PERIOD ON THE STRENGTH OF CEMENT BRICK USING SAGO FINE WASTE AS CEMENT REPLACEMENT
title_short A STUDY ON THE EFFECT OF CURING PERIOD ON THE STRENGTH OF CEMENT BRICK USING SAGO FINE WASTE AS CEMENT REPLACEMENT
title_full A STUDY ON THE EFFECT OF CURING PERIOD ON THE STRENGTH OF CEMENT BRICK USING SAGO FINE WASTE AS CEMENT REPLACEMENT
title_fullStr A STUDY ON THE EFFECT OF CURING PERIOD ON THE STRENGTH OF CEMENT BRICK USING SAGO FINE WASTE AS CEMENT REPLACEMENT
title_full_unstemmed A STUDY ON THE EFFECT OF CURING PERIOD ON THE STRENGTH OF CEMENT BRICK USING SAGO FINE WASTE AS CEMENT REPLACEMENT
title_sort study on the effect of curing period on the strength of cement brick using sago fine waste as cement replacement
publishDate 2023
url http://eprints.uthm.edu.my/9450/1/J16006_cb851c430af7c9ec8416d805cfb7ce46.pdf
http://eprints.uthm.edu.my/9450/
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