Performance of modified cold dense graded asphalt mix using oil palm fruit ash (OPFAsh)

A lot of research has been conducted in order to investigate other alternative material as a modifier in asphalt mixtures whether for hot mix asphalt or cold mix asphalt. This thesis presents a study of laboratory evaluation on the performance of modified cold dense asphalt mix by incorporating the...

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主要作者:	Abdullah, Azeana
格式:	Thesis
語言:	English
出版:	2009
主題:	TA Engineering (General) Civil engineering (General)
在線閱讀:	http://eprints.utm.my/id/eprint/11989/6/AzeanaAbdullahMFKA2009.pdf
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id	my-utm-ep.11989
record_format	uketd_dc
spelling	my-utm-ep.119892017-09-14T01:26:30Z Performance of modified cold dense graded asphalt mix using oil palm fruit ash (OPFAsh) 2009-11 Abdullah, Azeana TA Engineering (General). Civil engineering (General) A lot of research has been conducted in order to investigate other alternative material as a modifier in asphalt mixtures whether for hot mix asphalt or cold mix asphalt. This thesis presents a study of laboratory evaluation on the performance of modified cold dense asphalt mix by incorporating the kerosene, diesel and fine oil palm fruit ash. The aggregates gradation considered in this investigation is dense graded (asphaltic concrete with 14 mm nominal maximum aggregate size- AC14). Laboratory trials were conducted to investigate the performance of modified cold dense graded asphalt mix using OPFAsh in modifying the asphalt binder. The Marshall properties of asphaltic concrete pavement were determined by carried out a series of test to the prepared samples with or without OPFAsh. The performances of resilient modulus also was conducted. Samples have been divided into two types which are controlled samples and modified samples (consist OPFAsh). For each modified samples the percentages of OPFASH were varied from 5, 10 and 15 %. The parameter value results for each samples will compared with the specification SPJ/JKR/2008. The results show that the strength of resilient modulus will increase with increasing of the percentage of bitumen content. Nether less, the result for the Marshall test full fill all the specification except for the stability parameter. 2009-11 Thesis http://eprints.utm.my/id/eprint/11989/ http://eprints.utm.my/id/eprint/11989/6/AzeanaAbdullahMFKA2009.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering Asphalt institute, Asphalt Cold Mix Manual (MS-14), Third Edition, Lexington, USA. Chadbourn B.A.(2000). The Effect of Voids in Mineral Aggregate (VMA) on Hot Mix Asphalt Pavement. MN/RC-2000-13. Minnesota Department of Transportation. Department of Public Works Malaysia (2008). Standard Specification for Road Works (JKR/SPJ/Rev2008). Malaysia. Jabatan Kerja Raya (2008). Standard Specification for Road Works (JKR/SPJ/2008). Kuala Lumpur: JKR McLeod, N. W. (1956). Relationship between Density, Bitemen Content, and Voids properties of compacted Bituninous Paving Mixture, Volume 35. ASTM ( 1991,1992 ). “American Society for Testing and Materials” Annual Book of ASTM Standards, West Conshohocken, Pennsylvania Norhidayah Binti Abdul Hassan (2007). Performance of Hot Mix Asphalt Using Fine Crumb Rubber. Universiti Teknologi Malaysia: Master Thesis Alice Anak Sandah (2008). Aggregate Composition in Cold Mix Design. Universiti Teknologi Malaysia: Undergraduate Thesis Thanaya (2002). An alternative Design Procedure of Cold Asphalt Mixtures, PhD Thesis,The University of Leeds, Leeds, UK. Zoorob and Thanaya (2002). Improving the Performance of Cold Bituminous Emulsion Mixture (CBEM.s) Incorporating Waste Materials. Proceeding of 4th European Symposium on Perfoemance of Bituminous and Hydraulic Materials In Pavement, BITMAT 4, University of Nottingham, UK. A.A Balkema Publishers, Rotterdam Netherlands.
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Abdullah, Azeana Performance of modified cold dense graded asphalt mix using oil palm fruit ash (OPFAsh)
description	A lot of research has been conducted in order to investigate other alternative material as a modifier in asphalt mixtures whether for hot mix asphalt or cold mix asphalt. This thesis presents a study of laboratory evaluation on the performance of modified cold dense asphalt mix by incorporating the kerosene, diesel and fine oil palm fruit ash. The aggregates gradation considered in this investigation is dense graded (asphaltic concrete with 14 mm nominal maximum aggregate size- AC14). Laboratory trials were conducted to investigate the performance of modified cold dense graded asphalt mix using OPFAsh in modifying the asphalt binder. The Marshall properties of asphaltic concrete pavement were determined by carried out a series of test to the prepared samples with or without OPFAsh. The performances of resilient modulus also was conducted. Samples have been divided into two types which are controlled samples and modified samples (consist OPFAsh). For each modified samples the percentages of OPFASH were varied from 5, 10 and 15 %. The parameter value results for each samples will compared with the specification SPJ/JKR/2008. The results show that the strength of resilient modulus will increase with increasing of the percentage of bitumen content. Nether less, the result for the Marshall test full fill all the specification except for the stability parameter.
format	Thesis
qualification_level	Master's degree
author	Abdullah, Azeana
author_facet	Abdullah, Azeana
author_sort	Abdullah, Azeana
title	Performance of modified cold dense graded asphalt mix using oil palm fruit ash (OPFAsh)
title_short	Performance of modified cold dense graded asphalt mix using oil palm fruit ash (OPFAsh)
title_full	Performance of modified cold dense graded asphalt mix using oil palm fruit ash (OPFAsh)
title_fullStr	Performance of modified cold dense graded asphalt mix using oil palm fruit ash (OPFAsh)
title_full_unstemmed	Performance of modified cold dense graded asphalt mix using oil palm fruit ash (OPFAsh)
title_sort	performance of modified cold dense graded asphalt mix using oil palm fruit ash (opfash)
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2009
url	http://eprints.utm.my/id/eprint/11989/6/AzeanaAbdullahMFKA2009.pdf
_version_	1747814882162507776

Performance of modified cold dense graded asphalt mix using oil palm fruit ash (OPFAsh)

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