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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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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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). |
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Q Science (General) QD Chemistry Lim, Min Khiong Properties of modified bitumen in hot mix asphalt using local crumb rubber |
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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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