Verification of low temperature performance of asphalt pavement aging material in cold regions

被引：0
|
作者：
Ma, Hongyan [1 ]
Wang, Dongsheng [1 ]
Feng, Decheng [1 ]
Wu, Xiaoshuang [1 ]
机构：
[1] School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin
来源：
Gongneng Cailiao/Journal of Functional Materials | 2015年 / 46卷 / 24期
关键词：
Asphalt pavement; Bending beam rheological test; Cracking index; Indirect tensile test; Low-temperature cracking;
D O I：
10.3969/j.issn.1001-9731.2015.24.015
中图分类号：
学科分类号：
摘要：
The main form of highway engineering damages is the low-temperature cracking of asphalt pavement, which ubiquity of damage in cold regions. Low-temperature performance of binder and asphalt mixture is a reflection of anti-cracking ability of asphalt pavements. This paper was supported by Changping highway construction engineering, by investigation the actual cracking status of asphalt pavement, by the indirect tensile test in low temperature condition, and by the bending beam rheological test in laboratory, can have verification of low temperature performance of asphalt pavement aging material. Also we have an analysis of actual cracking status of asphalt pavement with low temperature performance of pavement aging materials, and the result has proven the evaluation criterion of AASHTO highly effective for verification low temperature performance of binder and asphalt pavements. © 2015, Chongqing Functional Materials Periodical Press Co. Ltd. All right reserved.
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页码：24074 / 24077and24082
相关论文
共 17 条
  • [1] Haas R.C., A Method for Designing Asphalt Pavements to Minimize Low-temperature Shrinkage Cracking, (1973)
  • [2] Rajbongshi P., Das A., Estimation of temperature stress and low-temperature crack spacing in asphalt pavements, Journal of Transportation Engineering, 135, 10, pp. 745-752, (2009)
  • [3] Zhou C., Huang B., Shu X., Et al., Validating MEPDG with tennessee pavement performance data, Journal of Transportation Engineering, 139, 3, pp. 306-312, (2013)
  • [4] Zhang X., Pan D., Zhu X., One dimensional non-linear viscoelastic constitutive equation of bituminous mixture, Chinese Journal of Theoretical and Applied Mechanics, 6, pp. 728-734, (1992)
  • [5] Ma F., Fu Z., Song S., Performance of rut resistance asphalt mixture compacted in low temperature, Journal of Functional Materials, 20, pp. 20007-20011, (2014)
  • [6] Feng D., Zheng T., Gao C., Low temperature crack predicting model for asphalt pavement and its application, Journal of Highway and Transportation Research and Development, 3, pp. 1-4, (2007)
  • [7] Tan Y., Shao X., Zhang X., Research on evaluations approach to low temperature performance of asphalt based on rheology characteristic of low temperature, China Journal of High-way and Transport, 15, 3, pp. 1-5, (2002)
  • [8] Zhong Y., Zhu X., Cao K., Et al., Influence of asphalt binder aging on mechanical performance of pavement functional layer, Journal of Functional Materials, 1, (2008)
  • [9] Yin Y., Zhang X., Study on constitutive relation of asphalt mixtures based on dynamic creep test, Journal of Functional Materials, 23, pp. 23020-23024, (2014)
  • [10] Hu L., Xiong W., Wang J., Influence of coarse aggregate angularity on the performance of open-graded friction courses, Journal of Functional Materials, 20, pp. 20150-20154, (2014)
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