Grey Relational Analysis of Fiber Asphalt Mixture Based on Pavement Performance and Economic Benefits

Article Preview

Abstract:

In order to explore performance and economic benefits of the most commonly used fiber asphalt mixture, four types of fiber asphalt mixture were studied in this paper through a series of capability tests, such as water stability, high stability, low temperature crack resistance and fatigue stability test. Based on dynamic stability, low temperature bending strain, freeze-thaw splitting strength ratio, fatigue life and cost per square meter as the evaluation index, Grey Relational Analysis (GRA) was proposed in this study to determine the best performance and economic benefits of fiber asphalt mixture. The results show that Fiber B asphalt mixture only has better anti-cracking performance in low temperature and fatigue life,but fiber C asphalt mixture has better performance and economy than the other three fiber asphalt mixtures under the same conditions with grey relational analysis.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1058-1061

Citation:

Online since:

July 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Ke-fei LIU. Study on Pavement Performance of Fiber Asphalt Mortar and Its Mixtures. Journal of Chong Qing Jiao Tong University(Natural science) , 2011, 03: 407-410+484. (In Chinese).

Google Scholar

[2] De-dong GUO, Hong-mei XU, Xiao-gan LI. Influence of graduation types on pavement performance of Fibers einforced asphalt mixture. Journal of Guan xi University: Nat Sci Ed, 2010, 01: 116-119. (In Chinese).

Google Scholar

[3] Tie-shan LIU, Xi-li YAN, Sen HAN. Comprehensive Evaluation of Fiber Asphalt Mixtures on the Pavement Performance. Communications Standardization, 2007, 10: 80-82. (In Chinese).

Google Scholar

[4] Hua-xin CHEN, Ning-li LI, Chang-shun HU, Zheng-qi ZHANG. Mechanical performance of fibers-reinforced asphalt mixture. Journal of Chang'an University(Natural Science Edition) 2004, 02: 1-6. (In Chinese).

Google Scholar

[5] Hong-hui YANG, Hong-wei YUAN, Pei-wen HAO, Jing-liang DAI. Study on Pavement Performance of Asphalt Mixture with Fiber. Journal of Highway and Transportation Research and Development, 2003, 04: 10-11+15. (In Chinese).

Google Scholar

[6] Lihua Zhao, Jingyun Chen , Shengwu Wang. Using Mineral Fibers to Improve Asphalt and Asphalt Mixture Behavior. Traffic and Transportation Studies(2010): pp.1352-1361.

DOI: 10.1061/41123(383)129

Google Scholar

[7] Rui-hua YANG, Zhi-hong XU, Chao ZHANG. Relationship between Fractal and Road Performance of Asphalt Mixture. Plan, Build, and Manage Transportation Infrastructures in China. ASCE, 2008: 733-742.

DOI: 10.1061/40952(317)71

Google Scholar

[8] Xiao-hu DU. Study on the Pavement Performance of Composite Fiber Asphalt Mixture. Chang'an University, (2013). (In Chinese).

Google Scholar

[9] Deng Julong. Grey Forecasting and Decision. Wuhan(Hua zhong University of Science and Technology Press, China 2002). (In Chinese).

Google Scholar