Effect of Mineral Powder on Performance of Unaged and Aged Asphalt Mortar

Article Preview

Abstract:

In order to analyze the effect of mineral powder on the high-temperature rut resistance and fatigue cracking resistance performance of unaged,short-term and long-term aged asphalt mortar, Dynamic Shear Rheometer (DSR) was used to study different powder/bitumen ratio of asphalt mortar. The results indicate that increasing mineral powder content can improve high-temperature rut resistance performance of asphalt mortar, but decrease its fatigue cracking resistance performance. As the experiment temperature rises, high-temperature rut resistance performance of different asphalt mortar will decrease, on the contrary, rising fatigue cracking resistance performance.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1761-1765

Citation:

Online since:

December 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Technical code for construction of Highway asphalt pavement [S], JTG F40-(2004).

Google Scholar

[2] Highway engineering asphalt and asphalt mixture test procedures [S], JTJ 052-(2000).

Google Scholar

[3] McGennis R B, Shuler S, Bahia H U. Background of Superpave Asphalt Binder Test Methods [M]. Lexington: National Asphalt Training Center Demonstration Project 101, (1994).

Google Scholar

[4] AASHTO. TP5-97, Standard Test Method for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) [S].

DOI: 10.1520/d7175-05

Google Scholar

[5] Yan Jiaji. Road Construction Materials [M]. Beijing: China Communications Press, (1996).

Google Scholar