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Utilization of sugarcane bagasse ash in concrete as partial replacement of cement

This research addresses the suitability of sugarcane bagasse ash (SCBA) in concrete used as partial cement replacement. Two grades of concrete M15 and M20 were used for the experimental analysis. The cement was partially replaced by SCBA at 0%, 5%, and 10%, by weight in normal strength concrete (NSC...

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Main Authors: Mangi, Sajjad Ali, Jamaluddin, Norwati, Wan Ibrahim, Mohd Haziman, Abdullah, Abd Halid, Abdul Awal, A S M, Sohu, Samiullah, Ali, Nizakat
Format: Article
Language:English
Published: IOP Publishing 2017
Subjects:
TP Chemical technology
Online Access:http://eprints.uthm.edu.my/5885/1/AJ%202017%20%28699%29.pdf
http://eprints.uthm.edu.my/5885/
https://dx.doi.org/10.1088/1757-899X/271/1/012001
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spelling my.uthm.eprints.58852022-01-24T07:03:55Z http://eprints.uthm.edu.my/5885/ Utilization of sugarcane bagasse ash in concrete as partial replacement of cement Mangi, Sajjad Ali Jamaluddin, Norwati Wan Ibrahim, Mohd Haziman Abdullah, Abd Halid Abdul Awal, A S M Sohu, Samiullah Ali, Nizakat TP Chemical technology This research addresses the suitability of sugarcane bagasse ash (SCBA) in concrete used as partial cement replacement. Two grades of concrete M15 and M20 were used for the experimental analysis. The cement was partially replaced by SCBA at 0%, 5%, and 10%, by weight in normal strength concrete (NSC). The innovative part of this study is to consider two grades of concrete mixes to evaluate the performance of concrete while cement is replaced by sugarcane bagasse ash. The cylindrical specimens having size 150 mm x 300 mm were used and tested after curing period of 7, 14 and 28 days. It was observed through the experimental work that the compressive strength increases with incorporating SCBA in concrete. Results indicated that the use of SCBA in concrete (M20) at 5% increased the average amount of compressive strength by 12% as compared to the normal strength concrete. The outcome of this work indicates that maximum strength of concrete could be attained at 5% replacement of cement with SCBA. Furthermore, the SCBA also gives compatible slump values which increase the workability of concrete. IOP Publishing 2017 Article PeerReviewed text en http://eprints.uthm.edu.my/5885/1/AJ%202017%20%28699%29.pdf Mangi, Sajjad Ali and Jamaluddin, Norwati and Wan Ibrahim, Mohd Haziman and Abdullah, Abd Halid and Abdul Awal, A S M and Sohu, Samiullah and Ali, Nizakat (2017) Utilization of sugarcane bagasse ash in concrete as partial replacement of cement. IOP Conference Series: Materials Science and Engineering (MSE), 271 (NIL). pp. 1-8. ISSN 1757-8981 https://dx.doi.org/10.1088/1757-899X/271/1/012001
institution Universiti Tun Hussein Onn Malaysia
building UTHM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
url_provider http://eprints.uthm.edu.my/
language English
topic TP Chemical technology
spellingShingle TP Chemical technology
Mangi, Sajjad Ali
Jamaluddin, Norwati
Wan Ibrahim, Mohd Haziman
Abdullah, Abd Halid
Abdul Awal, A S M
Sohu, Samiullah
Ali, Nizakat
Utilization of sugarcane bagasse ash in concrete as partial replacement of cement
description This research addresses the suitability of sugarcane bagasse ash (SCBA) in concrete used as partial cement replacement. Two grades of concrete M15 and M20 were used for the experimental analysis. The cement was partially replaced by SCBA at 0%, 5%, and 10%, by weight in normal strength concrete (NSC). The innovative part of this study is to consider two grades of concrete mixes to evaluate the performance of concrete while cement is replaced by sugarcane bagasse ash. The cylindrical specimens having size 150 mm x 300 mm were used and tested after curing period of 7, 14 and 28 days. It was observed through the experimental work that the compressive strength increases with incorporating SCBA in concrete. Results indicated that the use of SCBA in concrete (M20) at 5% increased the average amount of compressive strength by 12% as compared to the normal strength concrete. The outcome of this work indicates that maximum strength of concrete could be attained at 5% replacement of cement with SCBA. Furthermore, the SCBA also gives compatible slump values which increase the workability of concrete.
format Article
author Mangi, Sajjad Ali
Jamaluddin, Norwati
Wan Ibrahim, Mohd Haziman
Abdullah, Abd Halid
Abdul Awal, A S M
Sohu, Samiullah
Ali, Nizakat
author_facet Mangi, Sajjad Ali
Jamaluddin, Norwati
Wan Ibrahim, Mohd Haziman
Abdullah, Abd Halid
Abdul Awal, A S M
Sohu, Samiullah
Ali, Nizakat
author_sort Mangi, Sajjad Ali
title Utilization of sugarcane bagasse ash in concrete as partial replacement of cement
title_short Utilization of sugarcane bagasse ash in concrete as partial replacement of cement
title_full Utilization of sugarcane bagasse ash in concrete as partial replacement of cement
title_fullStr Utilization of sugarcane bagasse ash in concrete as partial replacement of cement
title_full_unstemmed Utilization of sugarcane bagasse ash in concrete as partial replacement of cement
title_sort utilization of sugarcane bagasse ash in concrete as partial replacement of cement
publisher IOP Publishing
publishDate 2017
url http://eprints.uthm.edu.my/5885/1/AJ%202017%20%28699%29.pdf
http://eprints.uthm.edu.my/5885/
https://dx.doi.org/10.1088/1757-899X/271/1/012001
_version_ 1738581427004375040
score 13.211869

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