Concrete Containing Palm Oil Fuel Ash (POFA) and Oil Palm Shell (OPS) Subjected to Elevated Temperatures

Nowadays, waste products such as Palm Oil Fuel Ash (POFA) and Oil Palm Shell (OPS) are produced in large quantities from the agriculture industry on a daily basis. Improper disposal of the agriculture wastes at landfills contributes to environmental pollution. The cost of construction material incre...

Full description

Bibliographic Details
Main Authors: Jong, Lee Yee, Teo, DCL
Format: Article
Language:English
English
Published: Universiti Malaysia Sarawak (UNIMAS) 2015
Subjects:
Online Access:http://ir.unimas.my/id/eprint/8413/
http://ir.unimas.my/id/eprint/8413/2/Concrete%20Containing%20Palm%20Oil%20Fuel%20Ash%20%28POFA%29%20and%20Oil%20Palm%20Shell%20%28OPS%29%20Subjected%20to%20Elevated%20Temperatures%20%28fulltext%29.pdf
http://ir.unimas.my/id/eprint/8413/3/Concrete.pdf
_version_ 1848836371523829760
author Jong, Lee Yee
Teo, DCL
author_facet Jong, Lee Yee
Teo, DCL
author_sort Jong, Lee Yee
building UNIMAS Institutional Repository
collection Online Access
description Nowadays, waste products such as Palm Oil Fuel Ash (POFA) and Oil Palm Shell (OPS) are produced in large quantities from the agriculture industry on a daily basis. Improper disposal of the agriculture wastes at landfills contributes to environmental pollution. The cost of construction material increases when the demand is high. Therefore, reutilization of these waste products not only reduces the cost of construction material but also minimizes waste disposal problem. In this research, waste POFA and OPS as cement and aggregate replacement respectively are used to produce a ‘greener’ concrete. This paper presents the effects of elevated temperatures on POFA OPS concrete. A concrete made from OPS aggregates (0% POFA) was also produced as a comparison. From the results obtained, it was observed that the formation of hair-line cracks on the surface of POFA OPS concrete specimen was less visible than OPS concrete specimen. All concrete specimens experience mass loss after being subjected to elevated temperatures. In terms of compressive strength, both OPS concrete and POFA OPS concrete specimen experienced a decrease in strength after being subjected to elevated temperatures. However, the POFA OPS concrete specimen showed better strength performance as compared to OPS concrete specimen at elevated temperatures of 200˚C to 500 ˚C.
first_indexed 2025-11-15T06:22:42Z
format Article
id unimas-8413
institution Universiti Malaysia Sarawak
institution_category Local University
language English
English
last_indexed 2025-11-15T06:22:42Z
publishDate 2015
publisher Universiti Malaysia Sarawak (UNIMAS)
recordtype eprints
repository_type Digital Repository
spelling unimas-84132022-01-26T08:30:00Z http://ir.unimas.my/id/eprint/8413/ Concrete Containing Palm Oil Fuel Ash (POFA) and Oil Palm Shell (OPS) Subjected to Elevated Temperatures Jong, Lee Yee Teo, DCL TA Engineering (General). Civil engineering (General) Nowadays, waste products such as Palm Oil Fuel Ash (POFA) and Oil Palm Shell (OPS) are produced in large quantities from the agriculture industry on a daily basis. Improper disposal of the agriculture wastes at landfills contributes to environmental pollution. The cost of construction material increases when the demand is high. Therefore, reutilization of these waste products not only reduces the cost of construction material but also minimizes waste disposal problem. In this research, waste POFA and OPS as cement and aggregate replacement respectively are used to produce a ‘greener’ concrete. This paper presents the effects of elevated temperatures on POFA OPS concrete. A concrete made from OPS aggregates (0% POFA) was also produced as a comparison. From the results obtained, it was observed that the formation of hair-line cracks on the surface of POFA OPS concrete specimen was less visible than OPS concrete specimen. All concrete specimens experience mass loss after being subjected to elevated temperatures. In terms of compressive strength, both OPS concrete and POFA OPS concrete specimen experienced a decrease in strength after being subjected to elevated temperatures. However, the POFA OPS concrete specimen showed better strength performance as compared to OPS concrete specimen at elevated temperatures of 200˚C to 500 ˚C. Universiti Malaysia Sarawak (UNIMAS) 2015 Article NonPeerReviewed text en http://ir.unimas.my/id/eprint/8413/2/Concrete%20Containing%20Palm%20Oil%20Fuel%20Ash%20%28POFA%29%20and%20Oil%20Palm%20Shell%20%28OPS%29%20Subjected%20to%20Elevated%20Temperatures%20%28fulltext%29.pdf text en http://ir.unimas.my/id/eprint/8413/3/Concrete.pdf Jong, Lee Yee and Teo, DCL (2015) Concrete Containing Palm Oil Fuel Ash (POFA) and Oil Palm Shell (OPS) Subjected to Elevated Temperatures. UNIMAS e-Journal of Civil Engineering. ISSN 1984-3874
spellingShingle TA Engineering (General). Civil engineering (General)
Jong, Lee Yee
Teo, DCL
Concrete Containing Palm Oil Fuel Ash (POFA) and Oil Palm Shell (OPS) Subjected to Elevated Temperatures
title Concrete Containing Palm Oil Fuel Ash (POFA) and Oil Palm Shell (OPS) Subjected to Elevated Temperatures
title_full Concrete Containing Palm Oil Fuel Ash (POFA) and Oil Palm Shell (OPS) Subjected to Elevated Temperatures
title_fullStr Concrete Containing Palm Oil Fuel Ash (POFA) and Oil Palm Shell (OPS) Subjected to Elevated Temperatures
title_full_unstemmed Concrete Containing Palm Oil Fuel Ash (POFA) and Oil Palm Shell (OPS) Subjected to Elevated Temperatures
title_short Concrete Containing Palm Oil Fuel Ash (POFA) and Oil Palm Shell (OPS) Subjected to Elevated Temperatures
title_sort concrete containing palm oil fuel ash (pofa) and oil palm shell (ops) subjected to elevated temperatures
topic TA Engineering (General). Civil engineering (General)
url http://ir.unimas.my/id/eprint/8413/
http://ir.unimas.my/id/eprint/8413/2/Concrete%20Containing%20Palm%20Oil%20Fuel%20Ash%20%28POFA%29%20and%20Oil%20Palm%20Shell%20%28OPS%29%20Subjected%20to%20Elevated%20Temperatures%20%28fulltext%29.pdf
http://ir.unimas.my/id/eprint/8413/3/Concrete.pdf