The Influence of Different Asphalt on the Comprehensive Performance of ATB Mixture

Article Preview

Abstract:

By comparing the study of 50# and 70# matrix asphalt and SBS modified asphalt to the influence law of high temperature performance, low temperature performance and water stability performance of ATB mixture, it can balance the relationship of the performance of every road in design method of ATB mixture. It suggests that we can use SBS modified asphalt in the condition of usually, use Low grade matrix asphalt or SBS modified asphalt in the condition of higher temperature requirements for the road , and use High grade matrix asphalt or SBS modified asphalt in the condition of the road in cold region.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1527-1530

Citation:

Online since:

March 2015

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Wei Jianguo, Technical characteristics of asphalt stabilized macadam research [D]: [chang'an university, Ph.D. Thesis]. Xi an: chang , an university, 2008, 22-76.

Google Scholar

[2] Tang Jun, With flexible base asphalt stabilized macadam road performance and application research [D] : [master degree theses of master of engineering in chongqing jiaotong university]. Chongqing: chongqing jiaotong university, 2008-52.

DOI: 10.24850/j-tyca-2019-04-08

Google Scholar

[3] Kang Yue, Flexible base asphalt stabilized macadam road use performance evaluation index [D]: [chang'an university master's degree thesis]. Xi an: chang, an university, and 2007-56.

Google Scholar

[4] Huang Weirong, Zhang Baoli, Zhang Yinli etc. (ATB - 25) asphalt stabilized macadam mixture water stability study [J]. Highway, 2009, 12: 70-72-43.

Google Scholar

[5] Feng Xinjun, Large size asphalt mixture composition design and road performance study [D] : [chang'an university master's degree thesis]. Xi an: chang , an university, 2007, 22-32.

Google Scholar