Cover Image

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...

Full description

Saved in:
Bibliographic Details
Main Authors: Abd Wahabl, Norhayati, Adnanl, Suraya Hani, Ibrahim, Abdul Hadi Izaan, Mohamad, Mazizah Ezdiani, Osman, Mohamad Hairi, Jamellodin, Zalipah, Abdul Hamid, Noor Azlina
Format: Article
Language:English
Published: 2023
Subjects:
T Technology (General)
Online Access:http://eprints.uthm.edu.my/10383/1/J16006_cb851c430af7c9ec8416d805cfb7ce46.pdf
http://eprints.uthm.edu.my/10383/
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.uthm.eprints.10383
record_format eprints
spelling my.uthm.eprints.103832023-11-21T01:13:24Z http://eprints.uthm.edu.my/10383/ A STUDY ON THE EFFECT OF CURING PERIOD ON THE STRENGTH OF CEMENT BRICK USING SAGO FINE WASTE AS CEMENT REPLACEMENT Abd Wahabl, Norhayati Adnanl, Suraya Hani 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/10383/1/J16006_cb851c430af7c9ec8416d805cfb7ce46.pdf Abd Wahabl, Norhayati and Adnanl, Suraya Hani 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 Wahabl, Norhayati
Adnanl, Suraya Hani
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 Wahabl, Norhayati
Adnanl, Suraya Hani
Ibrahim, Abdul Hadi Izaan
Mohamad, Mazizah Ezdiani
Osman, Mohamad Hairi
Jamellodin, Zalipah
Abdul Hamid, Noor Azlina
author_facet Abd Wahabl, Norhayati
Adnanl, Suraya Hani
Ibrahim, Abdul Hadi Izaan
Mohamad, Mazizah Ezdiani
Osman, Mohamad Hairi
Jamellodin, Zalipah
Abdul Hamid, Noor Azlina
author_sort Abd Wahabl, 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/10383/1/J16006_cb851c430af7c9ec8416d805cfb7ce46.pdf
http://eprints.uthm.edu.my/10383/
_version_ 1783880431621373952
score 13.211869

Similar Items