Evaluation of Susceptibility of Asphalt Binders to Rutting through MSCR Test
Using modified asphalt binder is one of the most effective methods to solve the rutting problem of asphalt pavement, but the traditional G∗/sin δ parameter is not enough to characterize the rutting resistance of modified asphalt in field use. In order to accurately evaluate the high temperature per...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2021-01-01
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| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2021/1532994 |
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| author | Rong Chang Aimin Sha Pinxue Zhao Songchang Huang Cong Qi |
| author_facet | Rong Chang Aimin Sha Pinxue Zhao Songchang Huang Cong Qi |
| author_sort | Rong Chang |
| collection | DOAJ |
| description | Using modified asphalt binder is one of the most effective methods to solve the rutting problem of asphalt pavement, but the traditional G∗/sin δ parameter is not enough to characterize the rutting resistance of modified asphalt in field use. In order to accurately evaluate the high temperature performance of asphalt and establish the relationship between the rutting resistance of binder and mixture, two kinds of matrix asphalt and three kinds of modified asphalt were selected for DSR and MSCR tests. G∗/sin δ, nonrecoverable creep compliance Jnr, recovery rate R, and other parameters were used to characterize the permanent deformation resistance of the binder, and the correlation between these parameters and the results of rutting test was analyzed. The results show that Jnr3.2 can accurately characterize the permanent deformation resistance of asphalt, while the stress sensitivity index Jnrdiff is not applicable to all types of modified asphalt. In contrast, Jnrslope can better reflect the stress sensitivity of asphalt, and Jnrslope is significantly correlated with the results of rutting test. |
| format | Article |
| id | doaj-art-af76564173834d86a165f8968fc1002a |
| institution | Kabale University |
| issn | 1687-8442 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Materials Science and Engineering |
| spelling | doaj-art-af76564173834d86a165f8968fc1002a2025-02-03T01:04:12ZengWileyAdvances in Materials Science and Engineering1687-84422021-01-01202110.1155/2021/1532994Evaluation of Susceptibility of Asphalt Binders to Rutting through MSCR TestRong Chang0Aimin Sha1Pinxue Zhao2Songchang Huang3Cong Qi4Key Laboratory for Special Area Highway Engineering of Ministry of EducationKey Laboratory for Special Area Highway Engineering of Ministry of EducationKey Laboratory for Special Area Highway Engineering of Ministry of EducationResrarch Institute of Highway Ministry of TransportShandong Chambroad Petrochemicals Co. Ltd.Using modified asphalt binder is one of the most effective methods to solve the rutting problem of asphalt pavement, but the traditional G∗/sin δ parameter is not enough to characterize the rutting resistance of modified asphalt in field use. In order to accurately evaluate the high temperature performance of asphalt and establish the relationship between the rutting resistance of binder and mixture, two kinds of matrix asphalt and three kinds of modified asphalt were selected for DSR and MSCR tests. G∗/sin δ, nonrecoverable creep compliance Jnr, recovery rate R, and other parameters were used to characterize the permanent deformation resistance of the binder, and the correlation between these parameters and the results of rutting test was analyzed. The results show that Jnr3.2 can accurately characterize the permanent deformation resistance of asphalt, while the stress sensitivity index Jnrdiff is not applicable to all types of modified asphalt. In contrast, Jnrslope can better reflect the stress sensitivity of asphalt, and Jnrslope is significantly correlated with the results of rutting test.http://dx.doi.org/10.1155/2021/1532994 |
| spellingShingle | Rong Chang Aimin Sha Pinxue Zhao Songchang Huang Cong Qi Evaluation of Susceptibility of Asphalt Binders to Rutting through MSCR Test Advances in Materials Science and Engineering |
| title | Evaluation of Susceptibility of Asphalt Binders to Rutting through MSCR Test |
| title_full | Evaluation of Susceptibility of Asphalt Binders to Rutting through MSCR Test |
| title_fullStr | Evaluation of Susceptibility of Asphalt Binders to Rutting through MSCR Test |
| title_full_unstemmed | Evaluation of Susceptibility of Asphalt Binders to Rutting through MSCR Test |
| title_short | Evaluation of Susceptibility of Asphalt Binders to Rutting through MSCR Test |
| title_sort | evaluation of susceptibility of asphalt binders to rutting through mscr test |
| url | http://dx.doi.org/10.1155/2021/1532994 |
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