Chapter
Feb 6, 2024

Mixture Performance Analysis and Engineering Application of High Strength and Toughness Wearing Course STC-8

Publication: International Conference on Road and Airfield Pavement Technology 2023

ABSTRACT

In order to recover the skid resistance of asphalt pavement of expressway, the old mixture layer 1.5 cm below the road surface was replaced by the ultra-thin wearing course modified with high strength and toughness additive (STC). Firstly, the mix ratio design of STC-8 wearing course mixture was carried out, and the mixture performance of STC-8 mixture was analyzed. Then, according to the replacement depth, the specific technical scheme of STC-8 wearing course was put forward. The construction technology of STC-8 wearing course was introduced, and the application effect was verified by the engineering practice. For the STC-8 mixture, the dynamic stability was more than 10,000 cycles/mm at high temperature of 60℃, and the bending failure strain exceeded 2,800 με at low temperature of minus 10℃, also showing excellent anti-aging and freeze–thaw resistance. The strength and toughness of STC-8 mixture was outstanding. After paving STC-8 wearing course, the texture depth of road surface was more than 0.6 mm, and the British pendulum number (BPN) of road surface was more than 80. The skid resistance of road surface was effectively recovered by paving STC-8 wearing course. The STC wearing course can be used as a potential technical measure to recover the skid resistance of road surface.

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REFERENCES

Chen, C., Gu, F., Heitzman, M., et al. (2022). “Influences of alternative friction aggregates on texture and friction characteristics of high friction surface treatment.” Constr. Build. Mater., 314, 125643.
Chen, D. H., and Scullion, T. (2015). “Very thin overlays in Texas.” Constr. Build. Mater., 95, 108-116.
Chen, D. H., Won, M., Chen, X. H., et al. (2016). “Design improvements to enhance the performance of thin and ultra-thin concrete overlays in Texas.” Constr. Build. Mater., 116, 1-14.
Chen, S. Y., Gong, F. Y., Ge, D. D., et al. (2019). “Use of reacted and activated rubber in ultra-thin hot mixture asphalt overlay for wet-freeze climates.” J. Cleaner Prod., 232, 369-378.
Jahren, C. T., and Behling, K. R. (2004). “Thin maintenance surface treatments: Comparative study.” Transp. Res. Rec.: J. Transp. Res. Board, 1866(1): 20−27.
James, R. S., Cooley, L. A. Jr, and Buchanan, S. (2003). “Development of mix design criteria for 4.75 mm superpave® mixes.” Transp. Res. Rec.: J. Transp. Res. Board, 1819(1): 125−133.
Ozer, H., Al-Qadi, I., Wang, H., et al. (2012). “Characterisation of interface bonding between hot-mix asphalt overlay and concrete pavements: Modelling and in-situ response to accelerated loading.” Int. J. Pavement Eng., 13(2): 181-196.
Son, S., Al-Qadi, I. L., and Zehr, T. (2016). “4.75 mm SMA performance and cost-effectiveness for asphalt thin overlays.” Int. J. Pavement Eng., 17(9): 799-809.
Yu, J. M., Chen, F. D., Deng, W., et al. (2020). “Design and performance of high-toughness ultra-thin friction course in South China.” Constr. Build. Mater., 246, 118508.
Yu, J. M., Chen, F. D., Peng, X. Y., et al. (2020). “High-toughness, ultra-thin friction course for the channel on the Zhuhai artificial island of the Hong Kong-Zhuhai-Macao Bridge.” J. Tsinghua Univ (Sci & Technol), 60(1): 48-56.
Yu, J. M., Yang, N. K., and Yu, H. N. (2021). “Research and application status of high-performance asphalt ultra-thin wearing layer technology.” J. Central South Univ (Sci & Technol), 52(7): 2287-2298.
Zhong, Y., and Liu, H. (2014). “Theoretical analysis of overlay resisting crack propagation in old cement concrete pavement.” Road Mater. Pavement Des., 15(3): 701-711.

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Go to International Conference on Road and Airfield Pavement Technology 2023
International Conference on Road and Airfield Pavement Technology 2023
Pages: 429 - 438

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Published online: Feb 6, 2024

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Research Center of Road Engineering, Research Institute of Highway Ministry of Transport, Beijing, China (corresponding author). Email: [email protected]
Jiangsu Expressway Engineering Maintenance Co., Ltd., Huaian, Jiangsu, China. Email: [email protected]
L. Mingliang [email protected]
Research Center of Road Engineering, Research Institute of Highway Ministry of Transport, Beijing, China. Email: [email protected]
Jiangsu Expressway Engineering Maintenance Co., Ltd., Huaian, Jiangsu, China. Email: [email protected]
Jiangsu Expressway Engineering Maintenance Co., Ltd., Huaian, Jiangsu, China. Email: [email protected]
H. Dingding [email protected]
Research Center of Road Engineering, Research Institute of Highway Ministry of Transport, Beijing, China. Email: [email protected]

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