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Enhancing mortar properties with crushed palm oil clinker as a partial fine aggregate replacement

The study investigated the feasibility of utilizing crushed palm oil clinker, a byproduct of the palm oil industry, as a partial substitute for fine aggregate in mortar. This initiative aimed to mitigate the environmental issues arising from sand mining and excessive disposal of palm oil clinker in...

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Main Authors: Nur Farah Aziera, Jamaludin, Khairunisa, Muthusamy, Mohamad Shahirudin, Mohd Nasir, Hilal, N. N.
Format: Article
Language:English
Published: Penerbit UMP 2023
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/40834/1/Enhancing%20Mortar%20Properties%20with%20Crushed%20Palm%20Oil%20Clinker.pdf
http://umpir.ump.edu.my/id/eprint/40834/
https://doi.org/10.15282/construction.v3i2.9933
https://doi.org/10.15282/construction.v3i2.9933
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spelling my.ump.umpir.408342024-04-02T02:50:16Z http://umpir.ump.edu.my/id/eprint/40834/ Enhancing mortar properties with crushed palm oil clinker as a partial fine aggregate replacement Nur Farah Aziera, Jamaludin Khairunisa, Muthusamy Mohamad Shahirudin, Mohd Nasir Hilal, N. N. TA Engineering (General). Civil engineering (General) The study investigated the feasibility of utilizing crushed palm oil clinker, a byproduct of the palm oil industry, as a partial substitute for fine aggregate in mortar. This initiative aimed to mitigate the environmental issues arising from sand mining and excessive disposal of palm oil clinker in landfills. Five different replacement percentages (0%, 10%, 20%, 30%, and 40%) were tested, with all specimens undergoing water curing. The research outcomes revealed significant effects on mortar properties. As the proportion of crushed palm oil clinker increased, the flowability of the mortar diminished. Nevertheless, incorporating 10% crushed palm oil clinker resulted in improved compressive strength. Conversely, higher replacement percentages (20%, 30%, and 40%) led to a diminishing trend in compressive strength due to an increased porous structure and weaker bonding. Additionally, when higher replacement percentages (20%, 30%, and 40%) were employed, the water absorption of the mortar increased. In summary, employing crushed palm oil clinker as a partial substitute for fine aggregate can help reduce waste disposal while conserving natural river sand resources. This approach offers a potential solution to address both environmental concerns and the need for sustainable construction materials. Penerbit UMP 2023-12 Article PeerReviewed pdf en cc_by_nc_4 http://umpir.ump.edu.my/id/eprint/40834/1/Enhancing%20Mortar%20Properties%20with%20Crushed%20Palm%20Oil%20Clinker.pdf Nur Farah Aziera, Jamaludin and Khairunisa, Muthusamy and Mohamad Shahirudin, Mohd Nasir and Hilal, N. N. (2023) Enhancing mortar properties with crushed palm oil clinker as a partial fine aggregate replacement. Construction, 3 (2). 293 -299. ISSN 2785-8731. (Published) https://doi.org/10.15282/construction.v3i2.9933 https://doi.org/10.15282/construction.v3i2.9933
institution Universiti Malaysia Pahang Al-Sultan Abdullah
building UMPSA Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang Al-Sultan Abdullah
content_source UMPSA Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Nur Farah Aziera, Jamaludin
Khairunisa, Muthusamy
Mohamad Shahirudin, Mohd Nasir
Hilal, N. N.
Enhancing mortar properties with crushed palm oil clinker as a partial fine aggregate replacement
description The study investigated the feasibility of utilizing crushed palm oil clinker, a byproduct of the palm oil industry, as a partial substitute for fine aggregate in mortar. This initiative aimed to mitigate the environmental issues arising from sand mining and excessive disposal of palm oil clinker in landfills. Five different replacement percentages (0%, 10%, 20%, 30%, and 40%) were tested, with all specimens undergoing water curing. The research outcomes revealed significant effects on mortar properties. As the proportion of crushed palm oil clinker increased, the flowability of the mortar diminished. Nevertheless, incorporating 10% crushed palm oil clinker resulted in improved compressive strength. Conversely, higher replacement percentages (20%, 30%, and 40%) led to a diminishing trend in compressive strength due to an increased porous structure and weaker bonding. Additionally, when higher replacement percentages (20%, 30%, and 40%) were employed, the water absorption of the mortar increased. In summary, employing crushed palm oil clinker as a partial substitute for fine aggregate can help reduce waste disposal while conserving natural river sand resources. This approach offers a potential solution to address both environmental concerns and the need for sustainable construction materials.
format Article
author Nur Farah Aziera, Jamaludin
Khairunisa, Muthusamy
Mohamad Shahirudin, Mohd Nasir
Hilal, N. N.
author_facet Nur Farah Aziera, Jamaludin
Khairunisa, Muthusamy
Mohamad Shahirudin, Mohd Nasir
Hilal, N. N.
author_sort Nur Farah Aziera, Jamaludin
title Enhancing mortar properties with crushed palm oil clinker as a partial fine aggregate replacement
title_short Enhancing mortar properties with crushed palm oil clinker as a partial fine aggregate replacement
title_full Enhancing mortar properties with crushed palm oil clinker as a partial fine aggregate replacement
title_fullStr Enhancing mortar properties with crushed palm oil clinker as a partial fine aggregate replacement
title_full_unstemmed Enhancing mortar properties with crushed palm oil clinker as a partial fine aggregate replacement
title_sort enhancing mortar properties with crushed palm oil clinker as a partial fine aggregate replacement
publisher Penerbit UMP
publishDate 2023
url http://umpir.ump.edu.my/id/eprint/40834/1/Enhancing%20Mortar%20Properties%20with%20Crushed%20Palm%20Oil%20Clinker.pdf
http://umpir.ump.edu.my/id/eprint/40834/
https://doi.org/10.15282/construction.v3i2.9933
https://doi.org/10.15282/construction.v3i2.9933
_version_ 1822924255435685888
score 13.235362

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