|Table of Contents|

[1] Qian Zhendong, Luo Sang, Wang Jianwei,. Laboratory evaluation of epoxy resin modified asphalt mixtures [J]. Journal of Southeast University (English Edition), 2007, 23 (1): 117-121. [doi:10.3969/j.issn.1003-7985.2007.01.023]
Copy

Laboratory evaluation of epoxy resin modified asphalt mixtures()
Share:

Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
23
Issue:
2007 1
Page:
117-121
Research Field:
Traffic and Transportation Engineering
Publishing date:
2007-03-30

Info

Title:
Laboratory evaluation of epoxy resin modified asphalt mixtures
Author(s):
Qian Zhendong Luo Sang Wang Jianwei
Intelligent Transportation System Research Center, Southeast University, Nanjing 210096, China
Keywords:
epoxy resin modified asphalt epoxy resin modified asphalt mixture pavement strength performance
PACS:
U416.03
DOI:
10.3969/j.issn.1003-7985.2007.01.023
Abstract:
The pavement performance of epoxy resin modified asphalt mixtures was investigated by the Marshall test, the indirect tensile test, the rutting test, the three-pointed bending test and the composite beam fatigue test. In comparison with the performance of epoxy resin modified asphalt mixtures, the performance of stone matrix asphalt mixtures(SMA10)was also investigated. The rutting test and composite beam fatigue test results show that the epoxy resin modified asphalt mixtures can improve permanent deformation and fatigue characteristics. They also show lower temperature susceptibility and greater resistance to moisture damage compared to the SMA10. Findings from the research indicate that the epoxy resin modified asphalt mixture provides an optional material for the pavement of long-span steel bridges in China due to profound performance and economic advantages.

References:

[1] Palit S K, Reddy K Sudhakar, Pandey B B.Laboratory evaluation of crumb rubber modified asphalt mixes [J].Journal of Materials in Civil Engineering, 2004, 16(1):45-53.
[2] Su Nan, Chen J S.Engineering properties of asphalt concrete made with recycled glass [J].Resources, Conservation and Recycling, 2002, 35:259-274.
[3] Min Zhaohui.Research and development of thermosetting epoxy resin asphalt and asphalt mixtures [D].Nanjing:School of Transportation of Southeast University, 2004.(in Chinese)
[4] Hensley J.Establishing hot mix asphalt mixing and compaction temperatures at the project level [J].Asphalt, 1998, 12(2):19-23.
[5] Zhu Yiming.Research on the performance of domestic epoxy asphalt mixture [D].Nanjing:School of Transportation of Southeast University, 2006.(in Chinese)
[6] Kennedy T W.Practice use of the indirect tensile test for the characterization of pavement material [J].Australian Road Research Board, 1978, 9(3):36-45.
[7] Shen Der-Hsien, Kuo Ming-Feng, Du Jia-Chong.Properties of gap-aggregate gradation asphalt mixture and permanent deformation [J].Construction and Building Materials, 2005, 19:147-153.
[8] School of Transportation of Southeast University.Survey on steel deck with asphalt pavement for Runyang Bridge [R].Nanjing:Southeast University, 2001.(in Chinese)
[9] Wang Xiao, Cheng Gang, Huang Wei.Research on epoxy asphalt concrete property [J].Journal of Southeast University: Natural Science Edition, 2001, 31(6):21-24.(in Chinese)
[10] Huang Wei, Qian Zhendong, Cheng Gang, et al.Epoxy asphalt concrete paving on the deck of long-span steel bridges[J].Chinese Science Bulletin, 2003, 48(21):2391-2394.
[11] Walter J L, Hicks R, Wilson J E.Impact of variations in material properties on asphalt pavement life-evaluation of warren-scappoose project, FHWA-OR-81-7[R].Oregon:Oregon State University, 1981.

Memo

Memo:
Biography: Qian Zhendong(1969—), female, doctor, professor, qianzd@seu.edu.cn.
Last Update: 2007-03-20