Properties of modified bitumen in hot mix asphalt using local crumb rubber

This thesis presents a study of laboratory evaluation on the properties of modified bitumen in Hot Mix Asphalt (HMA) using local crumb rubber with the aim of partially replacing bituminous binder as well as improving the binder’s properties. In the study, fine crumb rubber ranging of 0.3mm to 0.6...

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Main Author: Lim, Min Khiong
Format: Thesis
Language:English
English
Published: Universiti Malaysia Sarawak, (UNIMAS) 2014
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Online Access:http://ir.unimas.my/id/eprint/9101/1/Properties%20of%20Modified%20Bitumen%20in%20Hot%20Mix%20Asphalt%20Using%20Local%20Crumb%20Rubber%20%2824pgs%29.pdf
http://ir.unimas.my/id/eprint/9101/8/Properties%20of%20Modified%20Bitumen%20in%20Hot%20Mix%20Asphalt%20Using%20Local%20Crumb%20Rubber.pdf
http://ir.unimas.my/id/eprint/9101/
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Institution: Universiti Malaysia Sarawak
Language: English
English
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spelling my.unimas.ir.91012023-03-01T03:52:15Z http://ir.unimas.my/id/eprint/9101/ Properties of modified bitumen in hot mix asphalt using local crumb rubber Lim, Min Khiong Q Science (General) QD Chemistry This thesis presents a study of laboratory evaluation on the properties of modified bitumen in Hot Mix Asphalt (HMA) using local crumb rubber with the aim of partially replacing bituminous binder as well as improving the binder’s properties. In the study, fine crumb rubber ranging of 0.3mm to 0.6mm taken from waste tires was added into bituminous binder using the wet process. The crumb rubber content of 5%, 10% 15% and 19% of weight of bitumen were added to virgin binder as modified specimens while unmodified bitumen shall be used as control samples. The crumb rubber modified binder specimens were examined by the penetration test and softening test to define the changes in terms of their physical properties prior to mix with graded aggregates to determine the volumetric properties such as Voids in Total Mix (VIM), Voids in Mineral Aggregate (VMA) and Voids Filled with Bitumen) VFB. Apart from that the Marshall Stability, Marshall Flow and Stiffness shall be determined. Two HMA aggregate mixes were being considered in this study, namely AC 14 (dense graded) and SMA 14 (gap graded). The outcome indicated that the modified binder posed a higher viscosity and temperature resistant while the increase of crumb rubber content lead to the increase in terms of the performance of HMA characteristic especially the Marshall Stability for both HMA mixes. Universiti Malaysia Sarawak, (UNIMAS) 2014 Thesis NonPeerReviewed text en http://ir.unimas.my/id/eprint/9101/1/Properties%20of%20Modified%20Bitumen%20in%20Hot%20Mix%20Asphalt%20Using%20Local%20Crumb%20Rubber%20%2824pgs%29.pdf text en http://ir.unimas.my/id/eprint/9101/8/Properties%20of%20Modified%20Bitumen%20in%20Hot%20Mix%20Asphalt%20Using%20Local%20Crumb%20Rubber.pdf Lim, Min Khiong (2014) Properties of modified bitumen in hot mix asphalt using local crumb rubber. Masters thesis, Universiti Malaysia Sarawak, (UNIMAS).
institution Universiti Malaysia Sarawak
building Centre for Academic Information Services (CAIS)
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sarawak
content_source UNIMAS Institutional Repository
url_provider http://ir.unimas.my/
language English
English
topic Q Science (General)
QD Chemistry
spellingShingle Q Science (General)
QD Chemistry
Lim, Min Khiong
Properties of modified bitumen in hot mix asphalt using local crumb rubber
description This thesis presents a study of laboratory evaluation on the properties of modified bitumen in Hot Mix Asphalt (HMA) using local crumb rubber with the aim of partially replacing bituminous binder as well as improving the binder’s properties. In the study, fine crumb rubber ranging of 0.3mm to 0.6mm taken from waste tires was added into bituminous binder using the wet process. The crumb rubber content of 5%, 10% 15% and 19% of weight of bitumen were added to virgin binder as modified specimens while unmodified bitumen shall be used as control samples. The crumb rubber modified binder specimens were examined by the penetration test and softening test to define the changes in terms of their physical properties prior to mix with graded aggregates to determine the volumetric properties such as Voids in Total Mix (VIM), Voids in Mineral Aggregate (VMA) and Voids Filled with Bitumen) VFB. Apart from that the Marshall Stability, Marshall Flow and Stiffness shall be determined. Two HMA aggregate mixes were being considered in this study, namely AC 14 (dense graded) and SMA 14 (gap graded). The outcome indicated that the modified binder posed a higher viscosity and temperature resistant while the increase of crumb rubber content lead to the increase in terms of the performance of HMA characteristic especially the Marshall Stability for both HMA mixes.
format Thesis
author Lim, Min Khiong
author_facet Lim, Min Khiong
author_sort Lim, Min Khiong
title Properties of modified bitumen in hot mix asphalt using local crumb rubber
title_short Properties of modified bitumen in hot mix asphalt using local crumb rubber
title_full Properties of modified bitumen in hot mix asphalt using local crumb rubber
title_fullStr Properties of modified bitumen in hot mix asphalt using local crumb rubber
title_full_unstemmed Properties of modified bitumen in hot mix asphalt using local crumb rubber
title_sort properties of modified bitumen in hot mix asphalt using local crumb rubber
publisher Universiti Malaysia Sarawak, (UNIMAS)
publishDate 2014
url http://ir.unimas.my/id/eprint/9101/1/Properties%20of%20Modified%20Bitumen%20in%20Hot%20Mix%20Asphalt%20Using%20Local%20Crumb%20Rubber%20%2824pgs%29.pdf
http://ir.unimas.my/id/eprint/9101/8/Properties%20of%20Modified%20Bitumen%20in%20Hot%20Mix%20Asphalt%20Using%20Local%20Crumb%20Rubber.pdf
http://ir.unimas.my/id/eprint/9101/
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