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Study on workability and strength of fresh and hardened concrete containing various percentage of chipboard waste

Nowadays, natural raw materials such as aggregate become more limited. It can be outlined that, the need for other materials from the waste industrial product as an alternative material to replace the natural materials in the concrete. It is an opportunity to study the effectiveness of waste industr...

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Main Author: Mohd Zulkifli, Mohd Nor
Format: Undergraduates Project Papers
Language:English
Published: 2012
Subjects:
T Technology (General)
Online Access:http://umpir.ump.edu.my/id/eprint/13479/1/MOHD%20ZULKIFLI%20MOHD%20NOR.pdf
http://umpir.ump.edu.my/id/eprint/13479/
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spelling my.ump.umpir.134792021-06-10T04:19:02Z http://umpir.ump.edu.my/id/eprint/13479/ Study on workability and strength of fresh and hardened concrete containing various percentage of chipboard waste Mohd Zulkifli, Mohd Nor T Technology (General) Nowadays, natural raw materials such as aggregate become more limited. It can be outlined that, the need for other materials from the waste industrial product as an alternative material to replace the natural materials in the concrete. It is an opportunity to study the effectiveness of waste industrial products as aggregate replacement. The use of chipboard waste as the replacement in concrete is one of the alternatives and also environmental friendly. The objectives of this study are to determine the workability of fresh concrete, compressive strength and the splitting tensile strength of hardened concrete. In this study, the mixed of concrete used in this research is for grade 35 N/mm2 and the water/cement ratio is 0.53. 36 numbers of cubes and 12 numbers of cylinder sample is prepared. Four different mix proportions of 0%, 5%, 15% and 25% by weight of chipboard was designated as Sample A, Sample B, Sample C and Sample D respectively. Concrete containing chipboard were classifies as medium workability. The compressive strength of concrete containing 0 %, 5 %, 15 % and 25 % of chipboard waste were 29.82 N/mm2, 27.17 N/mm2, 16.35 N/mm2 and 6.51 N/mm2 respectively and the tensile strength were 2.73 N/mm2 , 2.48 N/mm2 , 1.56 N/mm2 and 0.94 N/mm2 at age of28 days. 2012 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/13479/1/MOHD%20ZULKIFLI%20MOHD%20NOR.pdf Mohd Zulkifli, Mohd Nor (2012) Study on workability and strength of fresh and hardened concrete containing various percentage of chipboard waste. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang.
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic T Technology (General)
spellingShingle T Technology (General)
Mohd Zulkifli, Mohd Nor
Study on workability and strength of fresh and hardened concrete containing various percentage of chipboard waste
description Nowadays, natural raw materials such as aggregate become more limited. It can be outlined that, the need for other materials from the waste industrial product as an alternative material to replace the natural materials in the concrete. It is an opportunity to study the effectiveness of waste industrial products as aggregate replacement. The use of chipboard waste as the replacement in concrete is one of the alternatives and also environmental friendly. The objectives of this study are to determine the workability of fresh concrete, compressive strength and the splitting tensile strength of hardened concrete. In this study, the mixed of concrete used in this research is for grade 35 N/mm2 and the water/cement ratio is 0.53. 36 numbers of cubes and 12 numbers of cylinder sample is prepared. Four different mix proportions of 0%, 5%, 15% and 25% by weight of chipboard was designated as Sample A, Sample B, Sample C and Sample D respectively. Concrete containing chipboard were classifies as medium workability. The compressive strength of concrete containing 0 %, 5 %, 15 % and 25 % of chipboard waste were 29.82 N/mm2, 27.17 N/mm2, 16.35 N/mm2 and 6.51 N/mm2 respectively and the tensile strength were 2.73 N/mm2 , 2.48 N/mm2 , 1.56 N/mm2 and 0.94 N/mm2 at age of28 days.
format Undergraduates Project Papers
author Mohd Zulkifli, Mohd Nor
author_facet Mohd Zulkifli, Mohd Nor
author_sort Mohd Zulkifli, Mohd Nor
title Study on workability and strength of fresh and hardened concrete containing various percentage of chipboard waste
title_short Study on workability and strength of fresh and hardened concrete containing various percentage of chipboard waste
title_full Study on workability and strength of fresh and hardened concrete containing various percentage of chipboard waste
title_fullStr Study on workability and strength of fresh and hardened concrete containing various percentage of chipboard waste
title_full_unstemmed Study on workability and strength of fresh and hardened concrete containing various percentage of chipboard waste
title_sort study on workability and strength of fresh and hardened concrete containing various percentage of chipboard waste
publishDate 2012
url http://umpir.ump.edu.my/id/eprint/13479/1/MOHD%20ZULKIFLI%20MOHD%20NOR.pdf
http://umpir.ump.edu.my/id/eprint/13479/
_version_ 1703960775217905664
score 13.211869

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