Effect of Curing Regime on Properties of Lightweight Concrete Containing Palm Oil Fuel Ash

Continuous growth in the production of Malaysian palm oil has resulted in higher quantity of palm oil fuel ash disposed as waste thus causing considerable negative impact towards environment. Numerous studies have been conducted by civil engineering researchers particularly, to unearth the potential...

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Main Authors: Khairunisa, Muthusamy, Mohd Warid, Hussin, A. S. M., Abdul Awal
Format: Conference or Workshop Item
Language:English
Published: 2009
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/10798/
http://umpir.ump.edu.my/id/eprint/10798/1/Fullpaper.pdf
id ump-10798
recordtype eprints
spelling ump-107982018-05-16T01:10:11Z http://umpir.ump.edu.my/id/eprint/10798/ Effect of Curing Regime on Properties of Lightweight Concrete Containing Palm Oil Fuel Ash Khairunisa, Muthusamy Mohd Warid, Hussin A. S. M., Abdul Awal TA Engineering (General). Civil engineering (General) Continuous growth in the production of Malaysian palm oil has resulted in higher quantity of palm oil fuel ash disposed as waste thus causing considerable negative impact towards environment. Numerous studies have been conducted by civil engineering researchers particularly, to unearth the potential of this hazardous by-product in order to reduce amount of waste disposed at landfill as well as to produce an environmental friendly construction material. The effort has been rewarded when addition of this waste in production of ordinary concrete and high strength concrete enhance the strength and durability of the new concrete. Recently, attempt has been made to integrate this pozzolanic material as partial cement replacement in aerated concrete which has produced a new type of lightweight concrete known as palm oil fuel ash cement based aerated concrete. The early section of this paper discusses the effect of ash replacement level on the compressive strength of aerated concrete. Then, the discussion centered on laboratory test data related to compressive strength and flexural strength performance of POFA aerated concrete specimens subjected to different curing regimes namely water, wet dry cycle, natural weather and air curing. All the specimens were prepared and tested at 28 days in accordance BS 1881 and ASTM C293-79 to determine compressive strength and flexural strength respectively. Up to 30% by weight of ash replacement, no adverse effect on the strength of aerated concrete was observed. However, integration of 20% POFA as partial cement replacement gave the highest strength of any other replacement level. 2009 Conference or Workshop Item PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/10798/1/Fullpaper.pdf Khairunisa, Muthusamy and Mohd Warid, Hussin and A. S. M., Abdul Awal (2009) Effect of Curing Regime on Properties of Lightweight Concrete Containing Palm Oil Fuel Ash. In: International Conference On Building Science And Engineering (ICON-BSE 2009), 14 -15 December 2009 , Hotel Pan Pacific Johor Bahru. pp. 1-10.. (Unpublished)
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)
Khairunisa, Muthusamy
Mohd Warid, Hussin
A. S. M., Abdul Awal
Effect of Curing Regime on Properties of Lightweight Concrete Containing Palm Oil Fuel Ash
description Continuous growth in the production of Malaysian palm oil has resulted in higher quantity of palm oil fuel ash disposed as waste thus causing considerable negative impact towards environment. Numerous studies have been conducted by civil engineering researchers particularly, to unearth the potential of this hazardous by-product in order to reduce amount of waste disposed at landfill as well as to produce an environmental friendly construction material. The effort has been rewarded when addition of this waste in production of ordinary concrete and high strength concrete enhance the strength and durability of the new concrete. Recently, attempt has been made to integrate this pozzolanic material as partial cement replacement in aerated concrete which has produced a new type of lightweight concrete known as palm oil fuel ash cement based aerated concrete. The early section of this paper discusses the effect of ash replacement level on the compressive strength of aerated concrete. Then, the discussion centered on laboratory test data related to compressive strength and flexural strength performance of POFA aerated concrete specimens subjected to different curing regimes namely water, wet dry cycle, natural weather and air curing. All the specimens were prepared and tested at 28 days in accordance BS 1881 and ASTM C293-79 to determine compressive strength and flexural strength respectively. Up to 30% by weight of ash replacement, no adverse effect on the strength of aerated concrete was observed. However, integration of 20% POFA as partial cement replacement gave the highest strength of any other replacement level.
format Conference or Workshop Item
author Khairunisa, Muthusamy
Mohd Warid, Hussin
A. S. M., Abdul Awal
author_facet Khairunisa, Muthusamy
Mohd Warid, Hussin
A. S. M., Abdul Awal
author_sort Khairunisa, Muthusamy
title Effect of Curing Regime on Properties of Lightweight Concrete Containing Palm Oil Fuel Ash
title_short Effect of Curing Regime on Properties of Lightweight Concrete Containing Palm Oil Fuel Ash
title_full Effect of Curing Regime on Properties of Lightweight Concrete Containing Palm Oil Fuel Ash
title_fullStr Effect of Curing Regime on Properties of Lightweight Concrete Containing Palm Oil Fuel Ash
title_full_unstemmed Effect of Curing Regime on Properties of Lightweight Concrete Containing Palm Oil Fuel Ash
title_sort effect of curing regime on properties of lightweight concrete containing palm oil fuel ash
publishDate 2009
url http://umpir.ump.edu.my/id/eprint/10798/
http://umpir.ump.edu.my/id/eprint/10798/1/Fullpaper.pdf
first_indexed 2023-09-18T22:10:49Z
last_indexed 2023-09-18T22:10:49Z
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