Impact of aggregrate gradation on the performance of porous asphalt mixture
Porous Asphalt Mixture (PAM) is preferred in Singapore due to its water-permeable property and many studies are being conducted to improve its capability. Performance of PAM on pathways under the influence of aggregate gradation was studied in this research, especially in terms of permeability, stre...
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sg-ntu-dr.10356-1057242020-09-27T20:26:43Z Impact of aggregrate gradation on the performance of porous asphalt mixture Fukent, Buntara Chen Mengjia Wong Yiik Diew School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering Porous Asphalt Mixture (PAM) is preferred in Singapore due to its water-permeable property and many studies are being conducted to improve its capability. Performance of PAM on pathways under the influence of aggregate gradation was studied in this research, especially in terms of permeability, strength and moisture susceptibility. Three gradations were prepared and each gradation was trialled thrice. PG-76 asphalt binder was used for the study and the properties were tested using Permeability Testing Machine and Marshall Apparatus following the ASTM standards. Subsequently, results from the three gradations were compared to come up with a gradation that gave the optimum properties. It is shown from the results that the gradation with the smallest amount of fines and higher percentage of coarse aggregate with size 2.36-4.75 mm and 9.5-13.2 mm gave the optimum performance for pathways in Singapore. The performance of this gradation may also be further investigated by using different types of asphalt binder. 2015-06-23T04:56:29Z 2019-12-06T21:56:40Z 2015-06-23T04:56:29Z 2019-12-06T21:56:40Z 2014 2014 Student Research Paper Fukent, B. (2014). Impact of aggregrate gradation on the performance of porous asphalt mixture. Student research paper, Nanyang Technological University. https://hdl.handle.net/10356/105724 http://hdl.handle.net/10220/26021 en © 2014 The Author(s). 4 p. application/pdf |
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DRNTU::Engineering::Civil engineering Fukent, Buntara Impact of aggregrate gradation on the performance of porous asphalt mixture |
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Porous Asphalt Mixture (PAM) is preferred in Singapore due to its water-permeable property and many studies are being conducted to improve its capability. Performance of PAM on pathways under the influence of aggregate gradation was studied in this research, especially in terms of permeability, strength and moisture susceptibility. Three gradations were prepared and each gradation was trialled thrice. PG-76 asphalt binder was used for the study and the properties were tested using Permeability Testing Machine and Marshall Apparatus following the ASTM standards. Subsequently, results from the three gradations were compared to come up with a gradation that gave the optimum properties. It is shown from the results that the gradation with the smallest amount of fines and higher percentage of coarse aggregate with size 2.36-4.75 mm and 9.5-13.2 mm gave the optimum performance for pathways in Singapore. The performance of this gradation may also be further investigated by using different types of asphalt binder. |
author2 |
Chen Mengjia |
author_facet |
Chen Mengjia Fukent, Buntara |
format |
Student Research Paper |
author |
Fukent, Buntara |
author_sort |
Fukent, Buntara |
title |
Impact of aggregrate gradation on the performance of porous asphalt mixture |
title_short |
Impact of aggregrate gradation on the performance of porous asphalt mixture |
title_full |
Impact of aggregrate gradation on the performance of porous asphalt mixture |
title_fullStr |
Impact of aggregrate gradation on the performance of porous asphalt mixture |
title_full_unstemmed |
Impact of aggregrate gradation on the performance of porous asphalt mixture |
title_sort |
impact of aggregrate gradation on the performance of porous asphalt mixture |
publishDate |
2015 |
url |
https://hdl.handle.net/10356/105724 http://hdl.handle.net/10220/26021 |
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1681056108664324096 |