Recycling of Coal Ash in Concrete as a Partial Cementitious Resource

Concrete construction offers a great opportunity to replace the cement with a coal-based power plant waste—known as coal bottom ash (CBA)—which offers great environmental and technical benefits. These are significant in sustainable concrete construction. This study aims to recycl...

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Main Authors: Sajjad Ali Mangi, Mohd Haziman Wan Ibrahim, Norwati Jamaluddin, Mohd Fadzil Arshad, Sri Wiwoho Mudjanarko
Format: Article
Language:English
Published: MDPI AG 2019-05-01
Series:Resources
Subjects:
Online Access:https://www.mdpi.com/2079-9276/8/2/99
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author Sajjad Ali Mangi
Mohd Haziman Wan Ibrahim
Norwati Jamaluddin
Mohd Fadzil Arshad
Sri Wiwoho Mudjanarko
author_facet Sajjad Ali Mangi
Mohd Haziman Wan Ibrahim
Norwati Jamaluddin
Mohd Fadzil Arshad
Sri Wiwoho Mudjanarko
author_sort Sajjad Ali Mangi
collection DOAJ
description Concrete construction offers a great opportunity to replace the cement with a coal-based power plant waste—known as coal bottom ash (CBA)—which offers great environmental and technical benefits. These are significant in sustainable concrete construction. This study aims to recycle CBA in concrete and evaluate its particle fineness influence on workability, compressive and tensile strength of concrete. In this study, a total of 120 specimens were prepared, in which ground CBA with a different fineness was used as a partial cement replacement of 0% to 30% the weight of cement. It was noticed that workability was decreased due to an increased amount of ground CBA, because it absorbed more water in the concrete mix. The growth in the compressive and tensile strength of concrete with ground CBA was not significant at the early ages. At 28 days, a targeted compressive strength of 35 MPa was achieved with the 10% ground CBA. However, it required a longer time to achieve a 44.5 MPa strength of control mix. This shows that the pozzolanic reaction was not initiated up to 28 days. It was experimentally explored that 10% ground CBA—having particle fineness around 65% to 75% and passed through 63 µm sieve—could achieve the adequate compressive and tensile strength of concrete. This study confirmed that the particle fineness of cement replacement materials has a significant influence on strength performance of concrete.
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spelling doaj.art-1a1465b08bd547b095849be37cef49872022-12-22T02:57:49ZengMDPI AGResources2079-92762019-05-01829910.3390/resources8020099resources8020099Recycling of Coal Ash in Concrete as a Partial Cementitious ResourceSajjad Ali Mangi0Mohd Haziman Wan Ibrahim1Norwati Jamaluddin2Mohd Fadzil Arshad3Sri Wiwoho Mudjanarko4Jamilus Research Center, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Parit Raja 86400, Johor, MalaysiaJamilus Research Center, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Parit Raja 86400, Johor, MalaysiaJamilus Research Center, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Parit Raja 86400, Johor, MalaysiaFaculty of Civil Engineering, Universiti Teknologi MARA, Shah Alam 40450, Selangor, MalaysiaFaculty of Engineering, Noratama University, Surabaya 60117, IndonesiaConcrete construction offers a great opportunity to replace the cement with a coal-based power plant waste—known as coal bottom ash (CBA)—which offers great environmental and technical benefits. These are significant in sustainable concrete construction. This study aims to recycle CBA in concrete and evaluate its particle fineness influence on workability, compressive and tensile strength of concrete. In this study, a total of 120 specimens were prepared, in which ground CBA with a different fineness was used as a partial cement replacement of 0% to 30% the weight of cement. It was noticed that workability was decreased due to an increased amount of ground CBA, because it absorbed more water in the concrete mix. The growth in the compressive and tensile strength of concrete with ground CBA was not significant at the early ages. At 28 days, a targeted compressive strength of 35 MPa was achieved with the 10% ground CBA. However, it required a longer time to achieve a 44.5 MPa strength of control mix. This shows that the pozzolanic reaction was not initiated up to 28 days. It was experimentally explored that 10% ground CBA—having particle fineness around 65% to 75% and passed through 63 µm sieve—could achieve the adequate compressive and tensile strength of concrete. This study confirmed that the particle fineness of cement replacement materials has a significant influence on strength performance of concrete.https://www.mdpi.com/2079-9276/8/2/99coal bottom ashparticle finenessworkabilitycompressive strengthtensile strength
spellingShingle Sajjad Ali Mangi
Mohd Haziman Wan Ibrahim
Norwati Jamaluddin
Mohd Fadzil Arshad
Sri Wiwoho Mudjanarko
Recycling of Coal Ash in Concrete as a Partial Cementitious Resource
Resources
coal bottom ash
particle fineness
workability
compressive strength
tensile strength
title Recycling of Coal Ash in Concrete as a Partial Cementitious Resource
title_full Recycling of Coal Ash in Concrete as a Partial Cementitious Resource
title_fullStr Recycling of Coal Ash in Concrete as a Partial Cementitious Resource
title_full_unstemmed Recycling of Coal Ash in Concrete as a Partial Cementitious Resource
title_short Recycling of Coal Ash in Concrete as a Partial Cementitious Resource
title_sort recycling of coal ash in concrete as a partial cementitious resource
topic coal bottom ash
particle fineness
workability
compressive strength
tensile strength
url https://www.mdpi.com/2079-9276/8/2/99
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AT norwatijamaluddin recyclingofcoalashinconcreteasapartialcementitiousresource
AT mohdfadzilarshad recyclingofcoalashinconcreteasapartialcementitiousresource
AT sriwiwohomudjanarko recyclingofcoalashinconcreteasapartialcementitiousresource