Application of Nonlinear Differential Dynamic Model to Evaluate Long-Term Aging Behavior of SBS Modified Asphalt

Article Preview

Abstract:

In order to study the long-term aging behavior of SBS modified asphalt, a nonlinear differential dynamic model was developed and the aging tests with rolling thin film oven test (RTFOT) for SBS modified asphalt were carried out. The dynamic model was developed referring to the population developing model with two parameters, namely average aging rate and aging ratio. And the differentiation of the dynamic model was the aging rate equation with which can calculate the aging rate at any time. The aging tests with RTFOT for SBS modified asphalt at different times were carried out and the penetration, ductility at 5°C, softening point and viscosity at 135°C were measured after RTFOT. With the rest results, the two parameters of nonlinear differential dynamic model of above four indexes were determined, and further the aging rate equations were deduced. The research results show that the nonlinear differential dynamic model can exactly describe the varying behavior of penetration, ductility, softening point and viscosity of SBS modified asphalt after RTFOT aging test with different time. The aging rate reach maximum value at the beginning and becomes smaller and smaller as the time goes.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

376-381

Citation:

Online since:

June 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Liao Gong-yun, Huang Xiao-ming, Ba Sang Dun-zhu. Anti-ultraviolet aging tests of asphalts adapting to environment in Tibetan Plateau of China[J]. Journal of Southeast University (English Edition) ,2008,24(4):503-507.

Google Scholar

[2] TAN Yi-qiu,WANG Jia-ni,FENG Zhong-liang,et al. Ultraviolet aging mechanism of asphalt binder[J].China Journal of Highway and Transport,2008,28(1):19-24.

Google Scholar

[3] WANG Bing-gang,LI Ping,ZHANG Zheng-qi,et al. Influence of mineral powder on aging properties of asphalt mortar[J]. Journal of Chang'an University: Natural Science Edition, 2007,27( 4): 6-9.

Google Scholar

[4] ZHANG Zheng-qi, LIANG Xiao-li, LI Ping. Evaluation method of asphalt aging properties[J]. Journal of Traffic and Transportation Engineering,2005,5(1):1-5.

Google Scholar

[5] WANG Shuang-jie,TAI Dian-cang. Evaluating indices for low-temperature performance of SBR modified asphalt binder[J]. Journal of Chang'an University: Natural Science Edition,2007, 27(3):25-30.

Google Scholar

[6] WU Chuan-hai, YUAN Yu-yang,WANG Xuan-cang. Rules and evaluation methods and asphalt aging under heavy traffic [J]. Journal of Chang'an University: Natural Science Edition, 2007, 27(5):35-39.

Google Scholar

[7] LI Hai-jun, HUANG Xiao-ming, ZENG Fan-qi .Analysis and evaluation of aging behavior of road asphalt[J]. Journal of Highway and Transportation Research and Development, 2005, 22(4):5-8.

Google Scholar

[8] Norman W.Garrick. Nonlinear differential equation for modeling aspahlt aging[J].Journal of Materials in Civil Engineering, 1995,7(4):265-268.

Google Scholar

[9] ZHENG Nan-xiang, JI Xiao-ping, HOU Yue-qin. Nonlinear Prediction of Attenuation of Asphalt Performance after Ultraviolet Aging[J].Journal of Highway and Transportation Research and Development,2009,26(4):33-36+41.

Google Scholar