|Table of Contents|

[1] Chen Leilei, Qian Zhendong, Luo Sang,. Experimental study on dynamic modulusof thermosetting epoxy asphalt mixture for steel deck pavement [J]. Journal of Southeast University (English Edition), 2010, 26 (1): 112-116. [doi:10.3969/j.issn.1003-7985.2010.01023]
Copy

Experimental study on dynamic modulusof thermosetting epoxy asphalt mixture for steel deck pavement()
Share:

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

Volumn:
26
Issue:
2010 1
Page:
112-116
Research Field:
Traffic and Transportation Engineering
Publishing date:
2010-03-30

Info

Title:
Experimental study on dynamic modulusof thermosetting epoxy asphalt mixture for steel deck pavement
Author(s):
Chen Leilei Qian Zhendong Luo Sang
Intelligent Transportation System Research Center, Southeast University, Nanjing 210096, China
Keywords:
dynamic modulus epoxy asphalt mixture(EAM) master curve time-temperature superposition principle
PACS:
U443.33
DOI:
10.3969/j.issn.1003-7985.2010.01023
Abstract:
In order to study the dynamic performance of the thermosetting epoxy asphalt mixture(EAM), an experimental program on the dynamic modulus |E*| is conducted. First, |E*| of the EAM under different temperatures and frequencies are tested through the simple performance test(SPT), and the effects of temperatures and frequencies on the dynamic modulus of the EAM are analyzed. Secondly, the static modulus of the EAM and the dynamic modulus of other two ordinary mixtures are tested and compared to |E*| of the EAM. Finally the dynamic modulus master curve is constructed using the time-temperature superposition principle. The results show that the |E*| values increase with the increase in the test frequency while on the other hand, the |E*| values decrease with the increase in the test temperature. It also can be seen from the results that the dynamic modulus corresponding to the actual vehicle mode is significantly greater than the static modulus, and the dynamic modulus of the EAM is greater than that of SBS mixtures and the common hot mixed asphalt(HMA). The study results can provide a theoretical basis for the design and mechanical analysis of the steel deck pavement.

References:

[1] Park H M, Choi J Y, Lee H J, et al. Performance evaluation of a high durability asphalt binder and a high durability asphalt mixture for bridge deck pavements [J]. Construction and Building Materials, 2009, 23(1): 219-225.
[2] Huang W, Qian Z D, Chen G, et al. Epoxy asphalt concrete paving on the deck of long-span steel bridges [J]. Chinese Science Bulletin, 2003, 48(21): 2391-2394.
[3] Keynes Milton. T838 Design and manufacture with polymers: introduction to polymers [D]. UK: The Open University, 2000.
[4] Metcalf C T. Flexural tests of paving materials for orthotropic steel plate bridges [J]. Highway Research Record, 1967, 155(61): 61-81.
[5] NCHRP. Simple performance test for superpave mix design(Project 9-19 FY’98). NCHRP report 465 [R]. Washington, DC: Transportation Research Board, 2002.
[6] NCHRP. Simple performance test for superpave mix design: first-article development and evaluation(Project D09-29 FY’01). NCHRP report 513 [R]. Washington, DC: Transportation Research Board, 2003.
[7] NCHRP. Standard test method for dynamic modulus of asphalt concrete mixtures. NCHRP 1-37A provisional test method DM-1 [R]. Tempe, Arizona: Arizona State University, 2002.
[8] Widyatmoko I R, Elliott J M. Development of heavy-duty mastic asphalt bridge surfacing, incorporating trinidad lake asphalt and polymer modified binders [J]. Road Material and Pavement Design, 2005, 6(4): 469-483.
[9] Luo S, Wang J W, Qian Z D. Research on the performance of locally developed epoxy asphalt mixture [C]//Proceedings of the 26th Annual Southern African Transport Conference. Pretoria, South Africa, 2007: 736-744.
[10] Dougan C E, Stephens J E.E*-dynamic modulus test protocol — problems and solutions.Report No.CT-SPR-0003084-F-03-3[R].Storrs, CT, USA:University of Connecticut, 2003.
[11] Pellinen T K, Witczak M W. Stress dependent master curve construction for dynamic(complex)modulus [J]. Journal of the Association of Asphalt Paving Technologists, 2002, 71: 281-309.
[12] Witczak M W, Bari J. Development of a master curve(E*)database for lime modified asphaltic mixtures [R]. Tempe, Arizona: Arizona State University, 2004.
[13] Bhattacharjee S, Mallick R B, Daniel S. Effect of loading and temperature on dynamic modulus of hot mix asphalt tested under MMLS3 [C]//Proceedings of the 2008 Airfield and Highway Pavements Conference: Efficient Pavement Supporting Transportation’s Future. Bellevue, Washington, 2008: 267-278.

Memo

Memo:
Biographies: Chen Leilei(1985—), male, graduate; Qian Zhendong(corresponding author), female, doctor, professor, qianzd@seu.edu.cn.
Foundation items: Program for New Century Excellent Talents in University(No.NCET-08-0118), Specialized Research Fund for the Doctoral Program of Higher Education(No.20090092110049).
Citation: Chen Leilei, Qian Zhendong, Luo Sang. Experimental study on dynamic modulus of thermosetting epoxy asphalt mixture for steel deck pavement[J]. Journal of Southeast University(English Edition), 2010, 26(1): 112-116.
Last Update: 2010-03-20