Strength properties of 10 mm timber clinker aggregate concrete

This paper presents some experimental results and discusses the use of timber clinker as partial aggregate replacement in producing concrete. A number of tests were conducted to identify the physical properties of timber clinker aggregate such as density, aggregate impact value (AIV) test and aggreg...

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Main Author:	Chai, Teck Jung
Format:	Thesis
Language:	English
Published:	2015
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/54073/25/ChaiTeckJungMFKA2015.pdf
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id	my-utm-ep.54073
record_format	uketd_dc
spelling	my-utm-ep.540732017-06-11T06:27:10Z Strength properties of 10 mm timber clinker aggregate concrete 2015-01 Chai, Teck Jung TA Engineering (General). Civil engineering (General) This paper presents some experimental results and discusses the use of timber clinker as partial aggregate replacement in producing concrete. A number of tests were conducted to identify the physical properties of timber clinker aggregate such as density, aggregate impact value (AIV) test and aggregate crushing value (ACV) test, slump, X-Ray Fluorescence (XRF) test and compressive strength of timber clinker aggregate concrete. Two series of concrete mixes with Supracoat SP1000(C0, C10, C20, C30) and without Supracoat SP1000(CA0, CA10, CA20, CA30) with various percentage of 0%, 10%, 20% and 30% 10 mm sieve size timber clinker aggregate were used as partial replacement in producing the concrete. A total of forty 150 x 150 x 150 mm cubes samples were prepared for both series of concrete mixes and tested at 7, 14 and 28 days of water curing. The results showed that the timber clinker aggregate concrete gained highest compressive strength for both series of concrete mixes, that is, C20 and CA20 with results of 37 MPa and 34 MPa respectively. The optimum percentage use of timber clinker aggregate in producing the concrete was 20%. This is because exceeded percentage would decrease the compressive strength. Here, Supracoat SP1000 was added in order to improve the concrete slump. The physical properties test had contribute to the concrete strength development. Based on the results and observation conducted, this study suggested that timber clinker aggregate has successfully use as partial replacement in producing concrete and performed better strength development 2015-01 Thesis http://eprints.utm.my/id/eprint/54073/ http://eprints.utm.my/id/eprint/54073/25/ChaiTeckJungMFKA2015.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Chai, Teck Jung Strength properties of 10 mm timber clinker aggregate concrete
description	This paper presents some experimental results and discusses the use of timber clinker as partial aggregate replacement in producing concrete. A number of tests were conducted to identify the physical properties of timber clinker aggregate such as density, aggregate impact value (AIV) test and aggregate crushing value (ACV) test, slump, X-Ray Fluorescence (XRF) test and compressive strength of timber clinker aggregate concrete. Two series of concrete mixes with Supracoat SP1000(C0, C10, C20, C30) and without Supracoat SP1000(CA0, CA10, CA20, CA30) with various percentage of 0%, 10%, 20% and 30% 10 mm sieve size timber clinker aggregate were used as partial replacement in producing the concrete. A total of forty 150 x 150 x 150 mm cubes samples were prepared for both series of concrete mixes and tested at 7, 14 and 28 days of water curing. The results showed that the timber clinker aggregate concrete gained highest compressive strength for both series of concrete mixes, that is, C20 and CA20 with results of 37 MPa and 34 MPa respectively. The optimum percentage use of timber clinker aggregate in producing the concrete was 20%. This is because exceeded percentage would decrease the compressive strength. Here, Supracoat SP1000 was added in order to improve the concrete slump. The physical properties test had contribute to the concrete strength development. Based on the results and observation conducted, this study suggested that timber clinker aggregate has successfully use as partial replacement in producing concrete and performed better strength development
format	Thesis
qualification_level	Master's degree
author	Chai, Teck Jung
author_facet	Chai, Teck Jung
author_sort	Chai, Teck Jung
title	Strength properties of 10 mm timber clinker aggregate concrete
title_short	Strength properties of 10 mm timber clinker aggregate concrete
title_full	Strength properties of 10 mm timber clinker aggregate concrete
title_fullStr	Strength properties of 10 mm timber clinker aggregate concrete
title_full_unstemmed	Strength properties of 10 mm timber clinker aggregate concrete
title_sort	strength properties of 10 mm timber clinker aggregate concrete
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2015
url	http://eprints.utm.my/id/eprint/54073/25/ChaiTeckJungMFKA2015.pdf
_version_	1747817679187607552

Strength properties of 10 mm timber clinker aggregate concrete

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