Acid resistance of OPS lightweight concrete with unground POFA as partial fine aggregate replacement

Oil palm shell (OPS) and Palm oil fuel ash (POFA) is a waste material generated in palm oil mill. This waste material generally dumping at open field area causing health hazards and environmental pollution problems. Due to its abundance and characteristics, many researchers have evaluated its potent...

Full description

Bibliographic Details
Main Authors:	Mohd Hanafi, Hashim, Khairunisa, Muthusamy, Saffuan, Wan Ahmad
Format:	Conference or Workshop Item
Language:	English
Published:	Universiti Malaysia Pahang 2018
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/23118/ http://umpir.ump.edu.my/id/eprint/23118/ http://umpir.ump.edu.my/id/eprint/23118/1/Acid%20Resistance%20of%20OPS%20Lightweight%20Concrete10.pdf

id	ump-23118
recordtype	eprints
spelling	ump-231182019-07-24T02:40:21Z http://umpir.ump.edu.my/id/eprint/23118/ Acid resistance of OPS lightweight concrete with unground POFA as partial fine aggregate replacement Mohd Hanafi, Hashim Khairunisa, Muthusamy Saffuan, Wan Ahmad TA Engineering (General). Civil engineering (General) Oil palm shell (OPS) and Palm oil fuel ash (POFA) is a waste material generated in palm oil mill. This waste material generally dumping at open field area causing health hazards and environmental pollution problems. Due to its abundance and characteristics, many researchers have evaluated its potential as a construction material. The objective of this research is investigating the effect of unground palm oil fuel ash (POFA) content as partial fine aggregate replacement towards durability of oil palm shell lightweight aggregate concrete in acidic environment. Five types of mixes consisting 0%, 5%, 10%, 15% and 20% unground POFA as partial fine aggregate replacement were prepared in form of cubes were used for this research. After the specimens were water cured for 28 days before immersed in hydrochloric acid solution for 1800hr. The durability of specimens was evaluated by measuring the weight loss and compressive strength at end of testing period. The result shows that specimen containing 10% unground POFA experience the least mass loss of all. Utilization of unground POFA at suitable amount enhances the concrete durability through filler effect that promotes the densification of concrete internal structure. However, use of unground POFA beyond the optimum amount causes the concrete to experience higher mass loss and higher deterioration. Universiti Malaysia Pahang 2018 Conference or Workshop Item PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/23118/1/Acid%20Resistance%20of%20OPS%20Lightweight%20Concrete10.pdf Mohd Hanafi, Hashim and Khairunisa, Muthusamy and Saffuan, Wan Ahmad (2018) Acid resistance of OPS lightweight concrete with unground POFA as partial fine aggregate replacement. In: Proceedings Book: National Conference for Postgraduate Research (NCON-PGR 2018), 28-29 August 2018 , Universiti Malaysia Pahang, Gambang, Pahang. pp. 73-77.. ISBN 978-967-22260-5-5 http://ncon-pgr.ump.edu.my/index.php/en/download/proceedings-book
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Mohd Hanafi, Hashim Khairunisa, Muthusamy Saffuan, Wan Ahmad Acid resistance of OPS lightweight concrete with unground POFA as partial fine aggregate replacement
description	Oil palm shell (OPS) and Palm oil fuel ash (POFA) is a waste material generated in palm oil mill. This waste material generally dumping at open field area causing health hazards and environmental pollution problems. Due to its abundance and characteristics, many researchers have evaluated its potential as a construction material. The objective of this research is investigating the effect of unground palm oil fuel ash (POFA) content as partial fine aggregate replacement towards durability of oil palm shell lightweight aggregate concrete in acidic environment. Five types of mixes consisting 0%, 5%, 10%, 15% and 20% unground POFA as partial fine aggregate replacement were prepared in form of cubes were used for this research. After the specimens were water cured for 28 days before immersed in hydrochloric acid solution for 1800hr. The durability of specimens was evaluated by measuring the weight loss and compressive strength at end of testing period. The result shows that specimen containing 10% unground POFA experience the least mass loss of all. Utilization of unground POFA at suitable amount enhances the concrete durability through filler effect that promotes the densification of concrete internal structure. However, use of unground POFA beyond the optimum amount causes the concrete to experience higher mass loss and higher deterioration.
format	Conference or Workshop Item
author	Mohd Hanafi, Hashim Khairunisa, Muthusamy Saffuan, Wan Ahmad
author_facet	Mohd Hanafi, Hashim Khairunisa, Muthusamy Saffuan, Wan Ahmad
author_sort	Mohd Hanafi, Hashim
title	Acid resistance of OPS lightweight concrete with unground POFA as partial fine aggregate replacement
title_short	Acid resistance of OPS lightweight concrete with unground POFA as partial fine aggregate replacement
title_full	Acid resistance of OPS lightweight concrete with unground POFA as partial fine aggregate replacement
title_fullStr	Acid resistance of OPS lightweight concrete with unground POFA as partial fine aggregate replacement
title_full_unstemmed	Acid resistance of OPS lightweight concrete with unground POFA as partial fine aggregate replacement
title_sort	acid resistance of ops lightweight concrete with unground pofa as partial fine aggregate replacement
publisher	Universiti Malaysia Pahang
publishDate	2018
url	http://umpir.ump.edu.my/id/eprint/23118/ http://umpir.ump.edu.my/id/eprint/23118/ http://umpir.ump.edu.my/id/eprint/23118/1/Acid%20Resistance%20of%20OPS%20Lightweight%20Concrete10.pdf
first_indexed	2023-09-18T22:34:31Z
last_indexed	2023-09-18T22:34:31Z
_version_	1777416506016006144

Acid resistance of OPS lightweight concrete with unground POFA as partial fine aggregate replacement

Similar Items