Properties of Direct Coal Liquefaction Residue Modified Asphalt Mixture
The objectives of this paper are to use Direct Coal Liquefaction Residue (DLCR) to modify the asphalt binders and mixtures and to evaluate the performance of modified asphalt mixtures. The dynamic modulus and phase angle of DCLR and DCLR-composite modified asphalt mixture were analyzed, and the visc...
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| Main Authors: | , , , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2017-01-01
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| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2017/2473283 |
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| author | Jie Ji Hui Yao Di Wang Zhi Suo Luhou Liu Zhanping You |
| author_facet | Jie Ji Hui Yao Di Wang Zhi Suo Luhou Liu Zhanping You |
| author_sort | Jie Ji |
| collection | DOAJ |
| description | The objectives of this paper are to use Direct Coal Liquefaction Residue (DLCR) to modify the asphalt binders and mixtures and to evaluate the performance of modified asphalt mixtures. The dynamic modulus and phase angle of DCLR and DCLR-composite modified asphalt mixture were analyzed, and the viscoelastic properties of these modified asphalt mixtures were compared to the base asphalt binder SK-90 and Styrene-Butadiene-Styrene (SBS) modified asphalt mixtures. The master curves of the asphalt mixtures were shown, and dynamic and viscoelastic behaviors of asphalt mixtures were described using the Christensen-Anderson-Marasteanu (CAM) model. The test results show that the dynamic moduli of DCLR and DCLR-composite asphalt mixtures are higher than those of the SK-90 and SBS modified asphalt mixtures. Based on the viscoelastic parameters of CAM models of the asphalt mixtures, the high- and low-temperature performance of DLCR and DCLR-composite modified asphalt mixtures are obviously better than the SK-90 and SBS modified asphalt mixtures. In addition, the DCLR and DCLR-composite modified asphalt mixtures are more insensitive to the frequency compared to SK-90 and SBS modified asphalt mixtures. |
| format | Article |
| id | doaj-art-6325c1b65770475897a41a132dfe5e44 |
| institution | Kabale University |
| issn | 1687-8434 1687-8442 |
| language | English |
| publishDate | 2017-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Materials Science and Engineering |
| spelling | doaj-art-6325c1b65770475897a41a132dfe5e442025-02-03T01:32:59ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422017-01-01201710.1155/2017/24732832473283Properties of Direct Coal Liquefaction Residue Modified Asphalt MixtureJie Ji0Hui Yao1Di Wang2Zhi Suo3Luhou Liu4Zhanping You5School of Civil Engineering and Transportation, Beijing University of Civil Engineering and Architecture and Beijing Urban Transportation Infrastructure Engineering Technology Research Center, Beijing 100044, ChinaDepartment of Civil and Environmental Engineering, Michigan Technological University and School of Traffic and Transportation, Changsha University of Science and Technology, 1400 Townsend Drive, Houghton, MI 49931, USABeijing Urban Transportation Infrastructure Engineering Technology Research Center and Beijing Collaborative Innovation Center for Metropolitan Transportation, Beijing 100044, ChinaBeijing Urban Transportation Infrastructure Engineering Technology Research Center and Beijing Collaborative Innovation Center for Metropolitan Transportation, Beijing 100044, ChinaSchool of Civil Engineering and Transportation, Beijing University of Civil Engineering and Architecture and Beijing Cooperative Innovation Research Center on Energy Saving and Emission Reduction, Beijing 100044, ChinaDepartment of Civil and Environmental Engineering, Michigan Technological University, 1400 Townsend Drive, Houghton, MI 49931, USAThe objectives of this paper are to use Direct Coal Liquefaction Residue (DLCR) to modify the asphalt binders and mixtures and to evaluate the performance of modified asphalt mixtures. The dynamic modulus and phase angle of DCLR and DCLR-composite modified asphalt mixture were analyzed, and the viscoelastic properties of these modified asphalt mixtures were compared to the base asphalt binder SK-90 and Styrene-Butadiene-Styrene (SBS) modified asphalt mixtures. The master curves of the asphalt mixtures were shown, and dynamic and viscoelastic behaviors of asphalt mixtures were described using the Christensen-Anderson-Marasteanu (CAM) model. The test results show that the dynamic moduli of DCLR and DCLR-composite asphalt mixtures are higher than those of the SK-90 and SBS modified asphalt mixtures. Based on the viscoelastic parameters of CAM models of the asphalt mixtures, the high- and low-temperature performance of DLCR and DCLR-composite modified asphalt mixtures are obviously better than the SK-90 and SBS modified asphalt mixtures. In addition, the DCLR and DCLR-composite modified asphalt mixtures are more insensitive to the frequency compared to SK-90 and SBS modified asphalt mixtures.http://dx.doi.org/10.1155/2017/2473283 |
| spellingShingle | Jie Ji Hui Yao Di Wang Zhi Suo Luhou Liu Zhanping You Properties of Direct Coal Liquefaction Residue Modified Asphalt Mixture Advances in Materials Science and Engineering |
| title | Properties of Direct Coal Liquefaction Residue Modified Asphalt Mixture |
| title_full | Properties of Direct Coal Liquefaction Residue Modified Asphalt Mixture |
| title_fullStr | Properties of Direct Coal Liquefaction Residue Modified Asphalt Mixture |
| title_full_unstemmed | Properties of Direct Coal Liquefaction Residue Modified Asphalt Mixture |
| title_short | Properties of Direct Coal Liquefaction Residue Modified Asphalt Mixture |
| title_sort | properties of direct coal liquefaction residue modified asphalt mixture |
| url | http://dx.doi.org/10.1155/2017/2473283 |
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