Flexural behaviour of lightweight precast reinforced concrete SLAB with BRC

All forms of consumed rubber tire become waste because several tons of wastes rubber tire cannot be fully recycled at once. The same problem arise on the disposal of used palm kernel shells (PKS) which cause pollution towards the process of waste management. Hence, the application of crumb rubber (C...

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Main Author:	Nurliana, Bahron
Format:	Undergraduates Project Papers
Language:	English English English English
Published:	2017
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/21386/ http://umpir.ump.edu.my/id/eprint/21386/ http://umpir.ump.edu.my/id/eprint/21386/1/Flexural%20behaviour%20of%20lightweight%20precast%20reinforced%20concrete%20SLAB%20with%20BRC-Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/21386/2/Flexural%20behaviour%20of%20lightweight%20precast%20reinforced%20concrete%20SLAB%20with%20BRC-Abstract.pdf http://umpir.ump.edu.my/id/eprint/21386/3/Flexural%20behaviour%20of%20lightweight%20precast%20reinforced%20concrete%20SLAB%20with%20BRC-Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/21386/4/Flexural%20behaviour%20of%20lightweight%20precast%20reinforced%20concrete%20SLAB%20with%20BRC-References.pdf

id	ump-21386
recordtype	eprints
spelling	ump-213862018-06-29T02:10:17Z http://umpir.ump.edu.my/id/eprint/21386/ Flexural behaviour of lightweight precast reinforced concrete SLAB with BRC Nurliana, Bahron TA Engineering (General). Civil engineering (General) All forms of consumed rubber tire become waste because several tons of wastes rubber tire cannot be fully recycled at once. The same problem arise on the disposal of used palm kernel shells (PKS) which cause pollution towards the process of waste management. Hence, the application of crumb rubber (CR) and PKS in lightweight concrete provides further opportunity to recycle waste tires and make use of the abundant shells available. Sixty six cube specimens and three slab specimens were prepared in this study to investigate the performance of concrete properties with PKS and CR as partial replacement of coarse aggregate. The different amount of PKS and CR include 10%, 20%, 30%, 40% and 50% of replacement by volume. Test conducted on the cube specimens include concrete density test and compressive strength test, while for slab specimens were flexural test. The higher the replacement level of these waste materials, the lower the concrete density as well as the compressive strength obtained. From the result indicated on flexural test, the percentage value of 10% of kernel shell and crumb rubber was the optimum amount of replacement as the compressive strength obtained was higher and the flxural behaviour was closed to control concrete. 2017-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/21386/1/Flexural%20behaviour%20of%20lightweight%20precast%20reinforced%20concrete%20SLAB%20with%20BRC-Table%20of%20contents.pdf pdf en http://umpir.ump.edu.my/id/eprint/21386/2/Flexural%20behaviour%20of%20lightweight%20precast%20reinforced%20concrete%20SLAB%20with%20BRC-Abstract.pdf pdf en http://umpir.ump.edu.my/id/eprint/21386/3/Flexural%20behaviour%20of%20lightweight%20precast%20reinforced%20concrete%20SLAB%20with%20BRC-Chapter%201.pdf pdf en http://umpir.ump.edu.my/id/eprint/21386/4/Flexural%20behaviour%20of%20lightweight%20precast%20reinforced%20concrete%20SLAB%20with%20BRC-References.pdf Nurliana, Bahron (2017) Flexural behaviour of lightweight precast reinforced concrete SLAB with BRC. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:102684&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English English English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Nurliana, Bahron Flexural behaviour of lightweight precast reinforced concrete SLAB with BRC
description	All forms of consumed rubber tire become waste because several tons of wastes rubber tire cannot be fully recycled at once. The same problem arise on the disposal of used palm kernel shells (PKS) which cause pollution towards the process of waste management. Hence, the application of crumb rubber (CR) and PKS in lightweight concrete provides further opportunity to recycle waste tires and make use of the abundant shells available. Sixty six cube specimens and three slab specimens were prepared in this study to investigate the performance of concrete properties with PKS and CR as partial replacement of coarse aggregate. The different amount of PKS and CR include 10%, 20%, 30%, 40% and 50% of replacement by volume. Test conducted on the cube specimens include concrete density test and compressive strength test, while for slab specimens were flexural test. The higher the replacement level of these waste materials, the lower the concrete density as well as the compressive strength obtained. From the result indicated on flexural test, the percentage value of 10% of kernel shell and crumb rubber was the optimum amount of replacement as the compressive strength obtained was higher and the flxural behaviour was closed to control concrete.
format	Undergraduates Project Papers
author	Nurliana, Bahron
author_facet	Nurliana, Bahron
author_sort	Nurliana, Bahron
title	Flexural behaviour of lightweight precast reinforced concrete SLAB with BRC
title_short	Flexural behaviour of lightweight precast reinforced concrete SLAB with BRC
title_full	Flexural behaviour of lightweight precast reinforced concrete SLAB with BRC
title_fullStr	Flexural behaviour of lightweight precast reinforced concrete SLAB with BRC
title_full_unstemmed	Flexural behaviour of lightweight precast reinforced concrete SLAB with BRC
title_sort	flexural behaviour of lightweight precast reinforced concrete slab with brc
publishDate	2017
url	http://umpir.ump.edu.my/id/eprint/21386/ http://umpir.ump.edu.my/id/eprint/21386/ http://umpir.ump.edu.my/id/eprint/21386/1/Flexural%20behaviour%20of%20lightweight%20precast%20reinforced%20concrete%20SLAB%20with%20BRC-Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/21386/2/Flexural%20behaviour%20of%20lightweight%20precast%20reinforced%20concrete%20SLAB%20with%20BRC-Abstract.pdf http://umpir.ump.edu.my/id/eprint/21386/3/Flexural%20behaviour%20of%20lightweight%20precast%20reinforced%20concrete%20SLAB%20with%20BRC-Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/21386/4/Flexural%20behaviour%20of%20lightweight%20precast%20reinforced%20concrete%20SLAB%20with%20BRC-References.pdf
first_indexed	2023-09-18T22:31:20Z
last_indexed	2023-09-18T22:31:20Z
_version_	1777416306278006784

Flexural behaviour of lightweight precast reinforced concrete SLAB with BRC

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