| INORGANIC MATERIALS AND CERAMIC MATRIX COMPOSITES |
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| Influence of Asphalt Grade and Content on the Properties of RAP Mixtures |
| ZHU Yuefeng1,2,3, SI Chundi1,2,3, QIAO Yaning4, LI Yanwei5,6
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1 State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University, Shijiazhuang 050043, China
2 Key Laboratory of Traffic Safety and Control of Hebei Province, Shijiazhuang 050043, China
3 School of Traffic and Transportation, Shijiazhuang Tiedao University, Shijiazhuang 050043, China
4 School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, China
5 Hebei Provincial Communications Planning and Design Institute, Shijiazhuang 050043, China
6 Research and Development Center of Transport Industry of Technologies, Materials and Equipments of Highway Construction and Maintenance, Shijiazhuang 050043, China |
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Abstract In order to study the influence of new asphalt grade and content on the properties of RAP mixtures, 70# and 90# asphalt were selected to prepare the RAP mixtures with 0%, 20% and 40% RAP content. Based on the optimum asphalt content (OAC) of new binder, the OAC, OAC+0.5% and OAC-0.5% content of RAP mixtures were also fabricated. Dynamic modulus test, fatigue test and low temperature disc-shape tension test were conducted to analyze the properties of RAP mixtures. Then, for better understanding the crack resistance of RAP mixtures, the binders were extracted and recovered to study the cracking properties using G-R parameters. The mixtures results show that when using soft binder, hig-her binder content and lower RAP content, the RAP mixtures have better fatigue resistance and low temperature crack resistance. On the contrary, with harder binder and higher RAP content, the RAP mixtures have better rutting resistance. However, the low temperature results show that with 70# binder with OAC-0.5% and 40% RAP content, the RAP mixtures could not meet the requirement. The analysis of water stability shows that one time freeze-thaw cycle is limited to evaluate the water stability of RAP mixtures. After two time freeze-thaw cycles, the water stability of RAP mixtures is lower than that of new asphalt mixture. The G-R parameter results show that with higher RAP content and harder binder, the sextracted binders are more likely to crack.
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Published: 23 March 2021
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| Fund:Natural Science Foundation of Hebei Province (E2020210089), National Natural Science Foundation of China (11972237,12072204), University Science and Technology Project of Hebei Province (QN2019234), and Project of Scientific Research Foundation for the Returned Overseas Scholars of Hebei Province (C20190513,C20200). |
About author:: Yuefeng Zhu received his Ph.D. degree from Chang'an University majoring in road and railway engineering. He is currently a lecture, master's supervisor in Shi-jiazhuang Tiedao University and focus on the research of pavement structure and new kind of pavement materials. He has published more than 20 journal papers, and 6 journal papers are indexed by SCI and EI.
Chundi Si is currently a professor, doctoral supervisor and associate dean in School of Traffic and Transportation, Shijiazhuang Tiedao University. She obtained her Ph.D. degree from Tianjin University at 2007, and she performed collaborative research as a visiting scholar in Transportation Institute of Michigan Technological University. As project leader, she has presided 2 National Science Foundation of China projects, 2 National Science Foundation of Hebei Province projects, 1 excellent youth fund of Hebei Provincial Department of Education, 1 Key funded project for returned overseas scholar in Hebei Province. She has published more than 30 journal papers, and about 20 journal papers are indexed by SCI and EI. She won the first prize for Science and Technology Development of Hebei Province. Her research interests include pavement computational mechanics and simulation, asphalt materials and pavement design, vehicle-road-bridge coupling dynamics, molecular dynamics simulation, etc. |
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2021, Vol. 35 
