Preliminary study of sago fine waste as a sand replacement material for cement brick

This paper presented a preliminary results of utilization sago fine waste as a sand replacement material for cement bricks. Sago waste is a by-product of the extraction of sago starch. Usually, the bark is not utilized for other products and being dumped directly into the rivers or left for na...

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Main Authors: Izaan, I Hadi, Hani, A. Suraya, A. W., Norhayati, O., Mohamad Hairi, J., Zalipah, A. H., Noor Azlina, S., Norhafizah, Mia Wimala, Mia Wimala
Format: Conference or Workshop Item
Language:English
Published: 2022
Subjects:
Online Access:http://eprints.uthm.edu.my/7283/
http://eprints.uthm.edu.my/7283/1/P13952_462224f2c45032499196a305da359114.pdf
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author Izaan, I Hadi
Hani, A. Suraya
A. W., Norhayati
O., Mohamad Hairi
J., Zalipah
A. H., Noor Azlina
S., Norhafizah
Mia Wimala, Mia Wimala
author_facet Izaan, I Hadi
Hani, A. Suraya
A. W., Norhayati
O., Mohamad Hairi
J., Zalipah
A. H., Noor Azlina
S., Norhafizah
Mia Wimala, Mia Wimala
author_sort Izaan, I Hadi
building UTHM Institutional Repository
collection Online Access
description This paper presented a preliminary results of utilization sago fine waste as a sand replacement material for cement bricks. Sago waste is a by-product of the extraction of sago starch. Usually, the bark is not utilized for other products and being dumped directly into the rivers or left for natural degradation. About 32,250 tons of sago bark waste annually. Sand however usually obtained by using machinery at the riverbank which greatly contribute to damaging the ecosystem of the river and contributing to global warming. For environmental protection and sustainable development, extensive research has been conducted on the production of bricks from waste materials. The replacement percentage of SFW are 0%, 5%, 10%, 15%, 20% and 25% with water content of 50% and 60%. Density, water absorption and compressive strength are the properties that have been investigated. From the results obtained, both density and compressive strength are decreasing as the percentages of SFW increasing. On the other hand, from the data of water absorption it was found that the percentage of water absorption of brick was increased correspond to the increasing percentages of the SFW. Based on the findings, the optimum brick properties are SFW1W0.6 with the strength 5.18 MPa that can be used as non-load bearing bricks and the optimum percentage of water absorption is at 13.33%. From this study, it was found that the replacement of sand by SFW give a significant impact on density, strength, and water absorption performance of concrete brick.
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format Conference or Workshop Item
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institution Universiti Tun Hussein Onn Malaysia
institution_category Local University
language English
last_indexed 2025-11-15T20:20:05Z
publishDate 2022
recordtype eprints
repository_type Digital Repository
spelling uthm-72832022-07-21T03:48:33Z http://eprints.uthm.edu.my/7283/ Preliminary study of sago fine waste as a sand replacement material for cement brick Izaan, I Hadi Hani, A. Suraya A. W., Norhayati O., Mohamad Hairi J., Zalipah A. H., Noor Azlina S., Norhafizah Mia Wimala, Mia Wimala T Technology (General) This paper presented a preliminary results of utilization sago fine waste as a sand replacement material for cement bricks. Sago waste is a by-product of the extraction of sago starch. Usually, the bark is not utilized for other products and being dumped directly into the rivers or left for natural degradation. About 32,250 tons of sago bark waste annually. Sand however usually obtained by using machinery at the riverbank which greatly contribute to damaging the ecosystem of the river and contributing to global warming. For environmental protection and sustainable development, extensive research has been conducted on the production of bricks from waste materials. The replacement percentage of SFW are 0%, 5%, 10%, 15%, 20% and 25% with water content of 50% and 60%. Density, water absorption and compressive strength are the properties that have been investigated. From the results obtained, both density and compressive strength are decreasing as the percentages of SFW increasing. On the other hand, from the data of water absorption it was found that the percentage of water absorption of brick was increased correspond to the increasing percentages of the SFW. Based on the findings, the optimum brick properties are SFW1W0.6 with the strength 5.18 MPa that can be used as non-load bearing bricks and the optimum percentage of water absorption is at 13.33%. From this study, it was found that the replacement of sand by SFW give a significant impact on density, strength, and water absorption performance of concrete brick. 2022 Conference or Workshop Item PeerReviewed text en http://eprints.uthm.edu.my/7283/1/P13952_462224f2c45032499196a305da359114.pdf Izaan, I Hadi and Hani, A. Suraya and A. W., Norhayati and O., Mohamad Hairi and J., Zalipah and A. H., Noor Azlina and S., Norhafizah and Mia Wimala, Mia Wimala (2022) Preliminary study of sago fine waste as a sand replacement material for cement brick. In: ICONCEES-2021, 15 & 16 November 2021, Virtual conference. https://doi.org/10.1088/1755-1315/1022/1/012052
spellingShingle T Technology (General)
Izaan, I Hadi
Hani, A. Suraya
A. W., Norhayati
O., Mohamad Hairi
J., Zalipah
A. H., Noor Azlina
S., Norhafizah
Mia Wimala, Mia Wimala
Preliminary study of sago fine waste as a sand replacement material for cement brick
title Preliminary study of sago fine waste as a sand replacement material for cement brick
title_full Preliminary study of sago fine waste as a sand replacement material for cement brick
title_fullStr Preliminary study of sago fine waste as a sand replacement material for cement brick
title_full_unstemmed Preliminary study of sago fine waste as a sand replacement material for cement brick
title_short Preliminary study of sago fine waste as a sand replacement material for cement brick
title_sort preliminary study of sago fine waste as a sand replacement material for cement brick
topic T Technology (General)
url http://eprints.uthm.edu.my/7283/
http://eprints.uthm.edu.my/7283/
http://eprints.uthm.edu.my/7283/1/P13952_462224f2c45032499196a305da359114.pdf