Evaluation of rutting resistance of dense graded asphaltic concrete with nanosilica modified binder
Pavements are constructed to last for a number of years. Therefore, a good and durable asphalt surface layer is required. The asphalt binder is modified to improve the performance of asphalt mix. Nano silica (NS) has advantages properties such as strong absorption, large surface area and excellent s...
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| creator | Arshad, A. K. Shaffie, E. Hashim, W. Rahman, Z. A. |
| description | Pavements are constructed to last for a number of years. Therefore, a good and durable asphalt surface layer is required. The asphalt binder is modified to improve the performance of asphalt mix. Nano silica (NS) has advantages properties such as strong absorption, large surface area and excellent stability. The objective of this study is to investigate the use of NS as an asphalt binder modifier to improve the binder properties and rutting resistance of asphalt mix. Penetration grade 60/70 (PEN 60/70) asphalt binder was modified with 2% NS by weight of the asphalt binder. Marshall tests were carried out on the samples and volumetric analysis were then determined. The optimum binder content (OBC) obtained for 0%NSMB samples is 4.92% while the OBC for 2%NSMB samples 4.96%. Using the asphalt pavement analyzer (APA) device, it was found that NSMB can reduce rutting depth and rate of rutting on asphalt mixture. It can be concluded that 2%NSMB has the potential to improve rutting resistance and improve the durability of the asphalt mix. |
| doi_str_mv | 10.1063/1.5062651 |
| format | Conference Proceeding |
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K. ; Shaffie, E. ; Hashim, W. ; Rahman, Z. A.</creator><contributor>Ng, Kok Shien ; Woo, Yian Peen ; Goh, Lyn Dee ; Hassan, Siti Hafizan ; Basri, Muhamad Hasbullah Hassan ; Hamid, Mohd Samsudin Abdul</contributor><creatorcontrib>Arshad, A. K. ; Shaffie, E. ; Hashim, W. ; Rahman, Z. A. ; Ng, Kok Shien ; Woo, Yian Peen ; Goh, Lyn Dee ; Hassan, Siti Hafizan ; Basri, Muhamad Hasbullah Hassan ; Hamid, Mohd Samsudin Abdul</creatorcontrib><description>Pavements are constructed to last for a number of years. Therefore, a good and durable asphalt surface layer is required. The asphalt binder is modified to improve the performance of asphalt mix. Nano silica (NS) has advantages properties such as strong absorption, large surface area and excellent stability. The objective of this study is to investigate the use of NS as an asphalt binder modifier to improve the binder properties and rutting resistance of asphalt mix. Penetration grade 60/70 (PEN 60/70) asphalt binder was modified with 2% NS by weight of the asphalt binder. Marshall tests were carried out on the samples and volumetric analysis were then determined. The optimum binder content (OBC) obtained for 0%NSMB samples is 4.92% while the OBC for 2%NSMB samples 4.96%. Using the asphalt pavement analyzer (APA) device, it was found that NSMB can reduce rutting depth and rate of rutting on asphalt mixture. 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A.</creatorcontrib><title>Evaluation of rutting resistance of dense graded asphaltic concrete with nanosilica modified binder</title><title>AIP conference proceedings</title><description>Pavements are constructed to last for a number of years. Therefore, a good and durable asphalt surface layer is required. The asphalt binder is modified to improve the performance of asphalt mix. Nano silica (NS) has advantages properties such as strong absorption, large surface area and excellent stability. The objective of this study is to investigate the use of NS as an asphalt binder modifier to improve the binder properties and rutting resistance of asphalt mix. Penetration grade 60/70 (PEN 60/70) asphalt binder was modified with 2% NS by weight of the asphalt binder. Marshall tests were carried out on the samples and volumetric analysis were then determined. The optimum binder content (OBC) obtained for 0%NSMB samples is 4.92% while the OBC for 2%NSMB samples 4.96%. Using the asphalt pavement analyzer (APA) device, it was found that NSMB can reduce rutting depth and rate of rutting on asphalt mixture. It can be concluded that 2%NSMB has the potential to improve rutting resistance and improve the durability of the asphalt mix.</description><subject>Asphalt pavements</subject><subject>Durability</subject><subject>Pavement construction</subject><subject>Penetration resistance</subject><subject>Performance enhancement</subject><subject>Silicon dioxide</subject><subject>Surface layers</subject><subject>Surface stability</subject><subject>Volumetric analysis</subject><subject>Weight</subject><issn>0094-243X</issn><issn>1551-7616</issn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2018</creationdate><recordtype>conference_proceeding</recordtype><recordid>eNp90E1LAzEQBuAgCtbqwX8Q8CZszWQ32exRSv0AwYuCt5Dmo01pkzXJVvz3trbgzdPA8MwM8yJ0DWQChNd3MGGEU87gBI2AMahaDvwUjQjpmoo29cc5ush5RQjt2laMkJ5t1XpQxceAo8NpKMWHBU42-1xU0HbfNTZkixdJGWuwyv1SrYvXWMegky0Wf_myxEGFmP3aa4U30Xjnd3bug7HpEp05tc726ljH6P1h9jZ9ql5eH5-n9y9VT4UolRLKss40bVdzq4ET6IBbO6eEg1attmbeCWEZNEw4Q11NjeOOKS1cDVrQeoxuDnv7FD8Hm4tcxSGF3UlJAfh-kLY7dXtQWfvy-7jsk9-o9C2ByH2IEuQxxP_wNqY_KHvj6h-5unQq</recordid><startdate>20181005</startdate><enddate>20181005</enddate><creator>Arshad, A. K.</creator><creator>Shaffie, E.</creator><creator>Hashim, W.</creator><creator>Rahman, Z. A.</creator><general>American Institute of Physics</general><scope>8FD</scope><scope>H8D</scope><scope>L7M</scope></search><sort><creationdate>20181005</creationdate><title>Evaluation of rutting resistance of dense graded asphaltic concrete with nanosilica modified binder</title><author>Arshad, A. K. ; Shaffie, E. ; Hashim, W. ; Rahman, Z. 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Therefore, a good and durable asphalt surface layer is required. The asphalt binder is modified to improve the performance of asphalt mix. Nano silica (NS) has advantages properties such as strong absorption, large surface area and excellent stability. The objective of this study is to investigate the use of NS as an asphalt binder modifier to improve the binder properties and rutting resistance of asphalt mix. Penetration grade 60/70 (PEN 60/70) asphalt binder was modified with 2% NS by weight of the asphalt binder. Marshall tests were carried out on the samples and volumetric analysis were then determined. The optimum binder content (OBC) obtained for 0%NSMB samples is 4.92% while the OBC for 2%NSMB samples 4.96%. Using the asphalt pavement analyzer (APA) device, it was found that NSMB can reduce rutting depth and rate of rutting on asphalt mixture. It can be concluded that 2%NSMB has the potential to improve rutting resistance and improve the durability of the asphalt mix.</abstract><cop>Melville</cop><pub>American Institute of Physics</pub><doi>10.1063/1.5062651</doi><tpages>6</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0094-243X |
| ispartof | AIP conference proceedings, 2018, Vol.2020 (1) |
| issn | 0094-243X 1551-7616 |
| language | eng |
| recordid | cdi_scitation_primary_10_1063_1_5062651 |
| source | AIP Journals Complete |
| subjects | Asphalt pavements Durability Pavement construction Penetration resistance Performance enhancement Silicon dioxide Surface layers Surface stability Volumetric analysis Weight |
| title | Evaluation of rutting resistance of dense graded asphaltic concrete with nanosilica modified binder |
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