|
|
|
| Rationality of Applying High-modulus Asphalt Concrete in Long-life Asphalt Pavement with Semi-rigid Base |
| YANG Guang1, WANG Xu-dong2 |
1. Harbin Institute of Technology, Harbin Heilongjiang 150090, China;
2. Fundamental Research Innovation Center, Research Institute of Highway Ministry of Transport, Beijing 100088, China |
|
|
|
|
Abstract To construct a more durable long-life asphalt pavement with semi-rigid base, we combine different technical characteristics of long-life asphalt pavements reported at home and abroad. Different interlayer bonding conditions and moduli of the bottom sublayer are considered to analyze the mechanical-state differences among long-life asphalt pavements with semi-rigid base. The following two issues are discussed:fatigue failure in the surface layer and coordination between anti-rutting and anti-fatigue characteristics. Four-point bending fatigue tests are then used at various temperatures and loading modes to evaluate the anti-fatigue characteristics of high-modulus asphalt concretes. The index of accumulative dissipated energy is adopted to compare with materials in the upper sublayer. Analysis results indicate that the application of high-modulus asphalt concrete in long-life asphalt pavement with semi-rigid base can improve anti-rutting and anti-fatigue characteristics and has some rationality.
|
|
Received: 11 October 2019
|
|
Corresponding Authors:
YANG Guang
E-mail: guang.yang@rioh.cn
|
|
|
|
[1] NUNN M. Long-life Flexible Roads[C]//8th International Conference on Asphalt Pavements. Seattle:[s.n.], 1997.
[2] Asphalt Pavement Alliance. Perpetual Pavements:A Synthesis[R].[S.l.]:Asphalt Pavement Alliance, 2002.
[3] ZENG Feng,WANG Xu-dong. Practice and Performance Evaluation of Long-life Semi-rigid Asphalt Pavement[J]. Highway, 2016(12):1-7. (in Chinese)
[4] XUE Zhong-jun, WANG Chun-ming, ZHANG Wei,et al. Research on Pavement Structure and Material Design of Semi-rigid Base Long-life Pavement[J]. Journal of Highway and Transportation Research and Development, 2015, 32(10):37-42, 56. (in Chinese)
[5] FU Jun, LEI Li, LIU Jie. A Guide for the Design of Semi-Rigid Base Asphalt Pavement in Spain[J]. Journal of China & Foreign Highway, 2018,38(4):64-68.(in Chinese)
[6] SHA Qing-lin. Design and Construction of Long Life Semi-rigid Pavement for Heavy Traffic with Heavy Wheel-load[M]. Beijing:China Communications Press, 2011. (in Chinese)
[7] CORTE J F. Development and Uses of Hard Grade Asphalt and of High Modulus Asphalt Mixes in France[J]. Transportation Research Circular, 2003, 503:12-31.
[8] XU Jian-ping, ZHAO Yi, LIANG Nai-xing, et al. Life Prediction of High Modulus Asphalt Pavement Based on Fatigue Cumulative Damage[J]. Journal of Chang'an University:Natural Science Edition, 2018,38(2):26-33. (in Chinese)
[9] PELL P S. Fatigue Characteristics of Bitumen and Bituminous Mixes[C]//Proceedings of International Conference on the Structural Design of Asphalt Pavements. Ann Arbor:University of Michigan, 1963:310-323.
[10] MONISMITH C L, EPPS J A, FINN F N. Improved Asphalt Mix Design[C]//Proceedings of Association of Asphalt Paving Technologists.[S. l.]:Association of Asphalt Paving Technologists,1985.
[11] ARA Inc. Guide for Mechanistic-empirical Design of New and Rehabilitated Pavement Structures[R]. Albuquerque:ARA Inc, 2004.
[12] ZHU Hong-zhou, ZHU Zhen-jing. Review of Influence of Interlayer Combination State on Pavement Stress State of Asphalt Pavement[J]. Journal of China & Foreign Highway, 2018,38(4):69-75. (in Chinese)
[13] MONISMITH C C, MCLEAN D. Structural Design Considerations[J]. Road, 1976, 1(1):12-31.
[14] ZHANG Juan. Experimental Study on Shearing Property of High Modulus Asphalt Mixture[J]. Journal of Hunan Institute of Engineering:Natural Science Edition, 2018,28(2):90-94.(in Chinese)
[15] LU Xue-yuan, SUN Yan-na, LI Li-han. Research on Shear Strain Level in High Modulus Asphalt Pavement[J]. Shanghai Highways, 2018(3):81-83,92,6. (in Chinese)
[16] ASTM D7460-10, Standard Test Method for Determining Fatigue Failure of Compacted Asphalt Concrete Subjected to Repeated Flexural Bending[S].
[17] VAN DIJK W, VISSER W. Energy Approach to Fatigue for Pavement Design[C]//Proceedings of Association of Asphalt Paving Technologists.[S.l.]:Association of Asphalt Paving Technologists, 1977.
[18] JI Jie, XU Ying, SUO Zhi, et al. Evaluation on Fatigue Properties of Hot and Warm Recycled SMA Mixture Based on Energy Dissipation Method[J]. Journal of Beijing University of Technology, 2014, 40(12):1837-1843. (in Chinese) |
|
|
|
2020, Vol. 14 
