Comparison of performance of composite modified asphalt based on PG technology

被引:0
|
作者
Zhang H. [1 ]
Gao D. [1 ]
Liu Q. [1 ]
机构
[1] College of Civil Engineering, Northeast Forestry University, Harbin
来源
Zhang, Haitao (zht6781@163.com) | 2018年 / Beijing University of Aeronautics and Astronautics (BUAA)卷 / 35期
关键词
Asphalt pavement; Composite modified asphalt; Low temperature performance; PG technology; PG[!sub]m-n[!/sub] standard;
D O I
10.13801/j.cnki.fhclxb.20171228.001
中图分类号
学科分类号
摘要
Low temperature performance of asphalt pavement is one of the main indicator of asphalt pavement design in cold areas, the existing single modified asphalt in low-temperature performance does not meet the requirements of PG technical specifications for asphalt pavement in cold areas. In this project, on the basis of PG test and evaluation results to common road asphalt in low-temperature performance of Heilongjiang province, the composite modified asphalt was researched and developed in order to meet the requirements of low temperature performance of asphalt pavement in cold regions in Heilongjiang province. The research contents include: determination of PG zone and PGm-n standard of asphalt pavement in Heilongjiang province, PG performance evaluation of road asphalt in Heilongjiang province, research and development and performance evaluation of composite modified asphalt. The research results show that the road asphalt in Heilongjiang province meets the requirements of PGm-n technology standards in high temperature performance, but does not meet the PGm-n standards in low temperature performance. The composite modified asphalt meets or nears the PGm-n standard in low temperature performance of road asphalt in Heilongjiang province. The research results have some theoretical and practical value to improve the low temperature performance of asphalt pavement in Heilongjiang province. © 2018, Editorial Office of Acta Materiae Compositae Sinica. All right reserved.
引用
收藏
页码:2871 / 2879
页数:8
相关论文
共 20 条
  • [1] Deng X., Subgrade and Pavement Engineering, (2000)
  • [2] Shen J., Performance of Asphalt and Asphalt Mixture, (2001)
  • [3] Jia Y., Cao R., Li B., Manual of Superior Performing Asphalt Pavements(Superpave), (2005)
  • [4] Jia Y., Guan Y., Update of superpave binder specification and test methods, Petroleum Asphalt, 22, 4, pp. 35-40, (2008)
  • [5] Wu Y., A study on performance grades of road asphalt in regions of Liaoning province, Highway, 11, pp. 169-172, (2008)
  • [6] Jia Y., Wang J., Selecting performance grade of superpave asphalt binder, Petroleum Asphalt, 17, b04, (2003)
  • [7] Superior Performing Asphalt Pavements(Superpave), (2005)
  • [8] Kennedy T.W., Huber G.A., Harrigan E.T., Et al., Superior Performing Asphalt Pavements(Superpave), (1997)
  • [9] Lukanen E.O., Stubstad R., Et al., Temperature Predictions and Adjustment Factors for Asphalt Pavement, (2000)
  • [10] Mohseni A., Symons M., Effect of improved ltpp ac pavement temperature models on superpave performance grades, Transportation Research Board 77th Annual Meeting, (1998)