Properties of empty fruit bunches ash (EFBash) concrete / Mohd Amizan Mohamed @ Arifin and Assoc. Prof. Ir. Dr. Kartini Kamaruddin

Agricultural waste material that available to be used as a cement replacement in concrete mix is called Supplementary Cement Materials (SCM). One of the agricultural wastes that has potential to be used is the Empty Fruit Bunches (EFB). The EFBash offers advantages as SCM because it can prevent the...

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Main Authors:	Mohamed @ Arifin, Mohd Amizan, Kamaruddin, Kartini
Format:	Research Reports
Language:	English
Published:	Research Management Institute (RMI) 2012
Subjects:	Fly ash Reinforced concrete
Online Access:	http://ir.uitm.edu.my/id/eprint/21742/ http://ir.uitm.edu.my/id/eprint/21742/1/LP_MOHD%20AMIZAN%20MOHAMED%20%40%20ARIFIN%20RMI%2012_5.pdf

id	uitm-21742
recordtype	eprints
spelling	uitm-217422018-10-03T06:38:49Z http://ir.uitm.edu.my/id/eprint/21742/ Properties of empty fruit bunches ash (EFBash) concrete / Mohd Amizan Mohamed @ Arifin and Assoc. Prof. Ir. Dr. Kartini Kamaruddin Mohamed @ Arifin, Mohd Amizan Kamaruddin, Kartini Fly ash Reinforced concrete Agricultural waste material that available to be used as a cement replacement in concrete mix is called Supplementary Cement Materials (SCM). One of the agricultural wastes that has potential to be used is the Empty Fruit Bunches (EFB). The EFBash offers advantages as SCM because it can prevent the environmental degradation and pollution. This ash will be tested with X- Ray Fluorescence Spectrophotometer (XRF) test to determine its chemical composition. The effects of using different percentages of EFBash replacement its compressive strength and durability will also be determined. For this research, the percentages of replacement of EFBash employed to cement (by weight) are 5%, 10%, 15%, 20% and 30%. The EFBash concrete of Grade 30 with 0.5, 0.55, 0.6 and 0.65 w/c ratios will be tested on its compressive strength and durability performance, i.e. by conducting compression test, permeability test and water absorption tests. The data will be taken from different ages i.e. 7, 14, 28, 60, 90 and 120 days. From this research, the optimum mix in achieving compressive strength and also the durability of EFBash concrete will be determined. Research Management Institute (RMI) 2012 Research Reports NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/21742/1/LP_MOHD%20AMIZAN%20MOHAMED%20%40%20ARIFIN%20RMI%2012_5.pdf Mohamed @ Arifin, Mohd Amizan and Kamaruddin, Kartini (2012) Properties of empty fruit bunches ash (EFBash) concrete / Mohd Amizan Mohamed @ Arifin and Assoc. Prof. Ir. Dr. Kartini Kamaruddin. [Research Reports] (Unpublished)
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
topic	Fly ash Reinforced concrete
spellingShingle	Fly ash Reinforced concrete Mohamed @ Arifin, Mohd Amizan Kamaruddin, Kartini Properties of empty fruit bunches ash (EFBash) concrete / Mohd Amizan Mohamed @ Arifin and Assoc. Prof. Ir. Dr. Kartini Kamaruddin
description	Agricultural waste material that available to be used as a cement replacement in concrete mix is called Supplementary Cement Materials (SCM). One of the agricultural wastes that has potential to be used is the Empty Fruit Bunches (EFB). The EFBash offers advantages as SCM because it can prevent the environmental degradation and pollution. This ash will be tested with X- Ray Fluorescence Spectrophotometer (XRF) test to determine its chemical composition. The effects of using different percentages of EFBash replacement its compressive strength and durability will also be determined. For this research, the percentages of replacement of EFBash employed to cement (by weight) are 5%, 10%, 15%, 20% and 30%. The EFBash concrete of Grade 30 with 0.5, 0.55, 0.6 and 0.65 w/c ratios will be tested on its compressive strength and durability performance, i.e. by conducting compression test, permeability test and water absorption tests. The data will be taken from different ages i.e. 7, 14, 28, 60, 90 and 120 days. From this research, the optimum mix in achieving compressive strength and also the durability of EFBash concrete will be determined.
format	Research Reports
author	Mohamed @ Arifin, Mohd Amizan Kamaruddin, Kartini
author_facet	Mohamed @ Arifin, Mohd Amizan Kamaruddin, Kartini
author_sort	Mohamed @ Arifin, Mohd Amizan
title	Properties of empty fruit bunches ash (EFBash) concrete / Mohd Amizan Mohamed @ Arifin and Assoc. Prof. Ir. Dr. Kartini Kamaruddin
title_short	Properties of empty fruit bunches ash (EFBash) concrete / Mohd Amizan Mohamed @ Arifin and Assoc. Prof. Ir. Dr. Kartini Kamaruddin
title_full	Properties of empty fruit bunches ash (EFBash) concrete / Mohd Amizan Mohamed @ Arifin and Assoc. Prof. Ir. Dr. Kartini Kamaruddin
title_fullStr	Properties of empty fruit bunches ash (EFBash) concrete / Mohd Amizan Mohamed @ Arifin and Assoc. Prof. Ir. Dr. Kartini Kamaruddin
title_full_unstemmed	Properties of empty fruit bunches ash (EFBash) concrete / Mohd Amizan Mohamed @ Arifin and Assoc. Prof. Ir. Dr. Kartini Kamaruddin
title_sort	properties of empty fruit bunches ash (efbash) concrete / mohd amizan mohamed @ arifin and assoc. prof. ir. dr. kartini kamaruddin
publisher	Research Management Institute (RMI)
publishDate	2012
url	http://ir.uitm.edu.my/id/eprint/21742/ http://ir.uitm.edu.my/id/eprint/21742/1/LP_MOHD%20AMIZAN%20MOHAMED%20%40%20ARIFIN%20RMI%2012_5.pdf
first_indexed	2023-09-18T23:07:13Z
last_indexed	2023-09-18T23:07:13Z
_version_	1777418563711139840

Properties of empty fruit bunches ash (EFBash) concrete / Mohd Amizan Mohamed @ Arifin and Assoc. Prof. Ir. Dr. Kartini Kamaruddin

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