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

Nowadays people are paying more attention to the sustainability in construction field. So, the engineers are finding the ways to improve the quality of the concrete using recycle or waste product. One of the methods is to mix the chipboard with the concrete. In the research, a waste chipboard is alr...

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Main Author:	Nur Suhaida, Roslan
Format:	Undergraduates Project Papers
Language:	English
Published:	2012
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/7764/ http://umpir.ump.edu.my/id/eprint/7764/ http://umpir.ump.edu.my/id/eprint/7764/2/NUR_SUHAIDA_BINTI_ROSLAN.PDF

id	ump-7764
recordtype	eprints
spelling	ump-77642015-05-06T04:12:55Z http://umpir.ump.edu.my/id/eprint/7764/ Study on workability and strength of fresh and hardened concrete containing different percentage of chipboard waste Nur Suhaida, Roslan TA Engineering (General). Civil engineering (General) Nowadays people are paying more attention to the sustainability in construction field. So, the engineers are finding the ways to improve the quality of the concrete using recycle or waste product. One of the methods is to mix the chipboard with the concrete. In the research, a waste chipboard is already ayailable at Terang Bersih Landfill is used. The chipboard was replaced with coarse aggregate in the proportion of 10%, 20% and 30% by weight of cement. The laboratory tests include slump test, vebe test, compaction factor tests, compressive strength test and flexural strength test. All test methodology is referring to British Standard (BS). Concrete cubes of size 150 x 150 x 150 mm were casted for compressive strength and concrete beams of sizes 150 x 150 x 750 mm were casted for flexural strength test. Concrete with lowest percentage of chipboard replace in concrete has lower workability. For compressive strength, concrete with 10% chipboard content provides the highest strength compare to other percentages of chipboard but it still lower than the control set. For flexural strength test, concrete with 30% chipboard content shows the highest strength. The workability and compressive strength were decreased when more percentage of chipboard were added into concrete mix. 2012-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/7764/2/NUR_SUHAIDA_BINTI_ROSLAN.PDF Nur Suhaida, Roslan (2012) Study on workability and strength of fresh and hardened concrete containing different percentage of chipboard waste. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:76355&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Nur Suhaida, Roslan Study on workability and strength of fresh and hardened concrete containing different percentage of chipboard waste
description	Nowadays people are paying more attention to the sustainability in construction field. So, the engineers are finding the ways to improve the quality of the concrete using recycle or waste product. One of the methods is to mix the chipboard with the concrete. In the research, a waste chipboard is already ayailable at Terang Bersih Landfill is used. The chipboard was replaced with coarse aggregate in the proportion of 10%, 20% and 30% by weight of cement. The laboratory tests include slump test, vebe test, compaction factor tests, compressive strength test and flexural strength test. All test methodology is referring to British Standard (BS). Concrete cubes of size 150 x 150 x 150 mm were casted for compressive strength and concrete beams of sizes 150 x 150 x 750 mm were casted for flexural strength test. Concrete with lowest percentage of chipboard replace in concrete has lower workability. For compressive strength, concrete with 10% chipboard content provides the highest strength compare to other percentages of chipboard but it still lower than the control set. For flexural strength test, concrete with 30% chipboard content shows the highest strength. The workability and compressive strength were decreased when more percentage of chipboard were added into concrete mix.
format	Undergraduates Project Papers
author	Nur Suhaida, Roslan
author_facet	Nur Suhaida, Roslan
author_sort	Nur Suhaida, Roslan
title	Study on workability and strength of fresh and hardened concrete containing different percentage of chipboard waste
title_short	Study on workability and strength of fresh and hardened concrete containing different percentage of chipboard waste
title_full	Study on workability and strength of fresh and hardened concrete containing different percentage of chipboard waste
title_fullStr	Study on workability and strength of fresh and hardened concrete containing different percentage of chipboard waste
title_full_unstemmed	Study on workability and strength of fresh and hardened concrete containing different percentage of chipboard waste
title_sort	study on workability and strength of fresh and hardened concrete containing different percentage of chipboard waste
publishDate	2012
url	http://umpir.ump.edu.my/id/eprint/7764/ http://umpir.ump.edu.my/id/eprint/7764/ http://umpir.ump.edu.my/id/eprint/7764/2/NUR_SUHAIDA_BINTI_ROSLAN.PDF
first_indexed	2023-09-18T22:04:43Z
last_indexed	2023-09-18T22:04:43Z
_version_	1777414631738834944

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

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