Technical Papers
Jul 27, 2021

Mechanical and Acoustic Properties Composition Design and Effects Analysis of Poroelastic Road Surface

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 10

Abstract

Existing low-noise pavement has gradually lost its function with the development of urban road traffic. A poroelastic road surface (PERS), mainly composed of tire rubber granules, polyurethane, and aggregate, is considered to be the material with the most potential to construct future low-noise pavements. This study aims to optimize the material composition of PERS to improve the mechanical and acoustic properties further. The orthogonal experiments of three factors with three levels were designed to evaluate the effects of the composition design of PERS on rutting resistance, skid resistance, moisture resistance, and aging resistance. To ensure the acoustic properties, the selected initial composition was optimized through the tire free-drop test and transfer-function method. In this study, the Pearson correlation coefficient (r) was used to describe the correlations between the properties of PERS and material composition. It was concluded that skid and moisture resistance are largely influenced by polyurethane content. Meanwhile, the rubber content is significant for rutting resistance, aging resistance, and damping property. Acoustic experiments indicate that rubber particles show a significant effect on the sound absorption property. Results demonstrate that the optimal material composition of PERS is 5.5% polyurethane content, 10% rubber content, and 1.18 mm rubber particles, with a 60 mm thickness.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This research was sponsored by the National Key R&D Program of China (Grant No. 2018YFE0103800), the Fundamental Research Funds for the Central Universities, CHD (Grant Nos. 300102219303 and 300102210402), the China Postdoctoral Science Foundation (Grant No. 2019M653521), and the Special Fund for Basic Scientific Research of the Central College of Chang’an University (Grant Nos. 300102219316 and 300102219308). The authors gratefully acknowledge their financial support.

References

AASHTO. 2010. Resistance of compacted hot mix asphalt (HMA) to moisture-induced damage. Washington, DC: AASHTO.
ASTM. 2013. Standard test method for measuring surface frictional properties using the British pendulum tester. West Conshohocken, PA: ASTM.
Bressi, S., N. Fiorentini, J. Huang, and M. Losa. 2019. “Crumb rubber modifier in road asphalt pavements: State of the art and statistics.” Coatings 9 (6): 384. https://doi.org/10.3390/coatings9060384.
Chen, J., X. Ma, H. Wang, P. Xie, and W. Huang. 2018a. “Experimental study on anti-icing and deicing performance of polyurethane concrete as road surface layer.” Constr. Build. Mater. 161 (Feb): 598–605. https://doi.org/10.1016/j.conbuildmat.2017.11.170.
Chen, J., X. Yin, H. Wang, and Y. Ding. 2018b. “Evaluation of durability and functional performance of porous polyurethane mixture in porous pavement.” J. Cleaner Prod. 188 (Jul): 12–19. https://doi.org/10.1016/j.jclepro.2018.03.297.
Chinese Standard. 2004. Technical specification for construction of highway asphalt pavements (Chinese standard). Beijing: China Communications Press.
Chinese Standard. 2006. Specifications for design of highway asphalt pavement (Chinese standard). Beijing: Chinese Standard.
Chinese Standard. 2012. Code for pavement design of urban road (Chinese standard). Beijing: Chinese Standard.
Chinese Standard. 2019. Standard test methods of bitumen and bituminous mixtures for highway engineering (Chinese standard). Beijing: Chinese Standard.
Chu, L., T. F. Fwa, and K. H. Tan. 2017. “Evaluation of wearing course mix designs on sound absorption improvement of porous asphalt pavement.” Constr. Build. Mater. 141 (Jun): 402–409. https://doi.org/10.1016/j.conbuildmat.2017.03.027.
Cong, L., T. Wang, L. Tan, J. Yuan, and J. Shi. 2018. “Laboratory evaluation on performance of porous polyurethane mixtures and OGFC.” Constr. Build. Mater. 169 (Apr): 436–442. https://doi.org/10.1016/j.conbuildmat.2018.02.145.
Cong, L., F. Yang, G. Guo, M. Ren, J. Shi, and L. Tan. 2019. “The use of polyurethane for asphalt pavement engineering applications: A state-of-the-art review.” Constr. Build. Mater. 225 (Nov): 1012–1025. https://doi.org/10.1016/j.conbuildmat.2019.07.213.
Ejsmont, J., B. Swieczko-Zurek, and P. Jaskula. 2019. “Low noise poroelastic road pavements based on bituminous binder.” In Proc., INTER-NOISE and NOISE-CON Congress and Conf., 352–359. West Lafayette, IN: Institute of Noise Control Engineering.
Gao, J., H. Wang, J. Chen, X. Meng, and Z. You. 2019. “Laboratory evaluation on comprehensive performance of polyurethane rubber particle mixture.” Constr. Build. Mater. 224 (Nov): 29–39. https://doi.org/10.1016/j.conbuildmat.2019.07.044.
Geng, L., X. Wang, R. Ren, F. Chen, and X. Yang. 2014. “Performance evaluation of dense mixtures with stabilised rubber modified asphalt.” Road Mater. Pavement Des. 15 (4): 953–965. https://doi.org/10.1080/14680629.2014.924426.
ISO. 2001. Acoustics—Determination of sound absorption coefficient and impedance in impedance tubes—Part 2: Transfer-function method. Geneva: ISO.
Jaskula, P., J. Ejsmont, M. Stienss, G. Ronowski, C. Szydlowski, B. Swieczko-Zurek, and D. Rys. 2020. “Initial field validation of poroelastic pavement made with crumb rubber, mineral aggregate and highly polymer-modified bitumen.” Materials (Basel) 13 (6): 1339. https://doi.org/10.3390/ma13061339.
Jaskula, P., J. Ejsmont, M. Stienss, G. Ronowski, C. Szydlowski, B. Swieczko-Zurek, D. Rys, and P. Jaskula. 2019. “Initial field validation of poroelastic pavement made with crumb rubber, mineral aggregate and highly polymer-modified bitumen.” In Proc., INTER-NOISE and NOISE-CON Congress and Conf., 352–359. Basel, Switzerland: Multidisciplinary Digital Publishing Institute.
Jiang, R., and P. Wu. 2019. “Estimation of environmental impacts of roads through life cycle assessment: A critical review and future directions.” Transp. Res. Part D: Transp. Environ. 77 (Dec): 148–163. https://doi.org/10.1016/j.trd.2019.10.010.
Jiang, Z., C. Hu, S. Easa, X. Zheng, and A. O. Abd El Halim. 2018. “Identifying optimal polymer type of modified asphalt based on damping characteristics.” Constr. Build. Mater. 173 (Jun): 308–316. https://doi.org/10.1016/j.conbuildmat.2018.03.278.
Liao, G., H. Wang, J. Xiong, J. Chen, and K. Qi. 2020. “Mechanical properties of poroelastic road surface with different material compositions.” J. Mater. Civ. Eng. 32 (9): 4020253. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003345.
Lu, G., T. Törzs, P. Liu, Z. Zhang, D. Wang, M. Oeser, and J. Grabe. 2020. “Dynamic response of fully permeable pavements: Development of pore pressures under different modes of loading.” J. Mater. Civ. Eng. 32 (7): 4020160. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003217.
Luc, G., B. Hans, B. Anneleen, K. Björn, and K. Darko. 2016. “The poroelastic road surface (PERS): Is the 10 dB reducing pavement within reach?” In Materials and infrastructures 1, edited by J.‐M. Torrenti and F. La Torre, 253–268. Hoboken, NJ: Wiley. https://doi.org/10.1002/9781119318583.ch19.
Ministry of Transport of the People’s Republic of China. 2005. Test methods of aggregate for highway engineering (Chinese standard). Beijing: Ministry of Transport of the People’s Republic of China.
Picado-Santos, L. G., S. D. Capitão, and J. M. C. Neves. 2020. “Crumb rubber asphalt mixtures: A literature review.” Constr. Build. Mater. 247: 118577. https://doi.org/10.1016/j.conbuildmat.2020.118577.
Ren, W., S. Han, T. F. Fwa, J. Zhang, and Z. He. 2019. “A new laboratory test method for tire-pavement noise.” Measurement 145 (Oct): 137–143. https://doi.org/10.1016/j.measurement.2019.05.096.
Sandberg, U., L. Goubert, K. P. Biligiri, and B. Kalman. 2010. State-of-the-art regarding poroelastic road surfaces. PERSUDE Deliverable D8.1, VTI and BRRC. Linköping, Sweden: Swedish National Road and Transport Research Institute.
Schacht, A., S. Faßbender, and M. Oeser. 2018. “Development of an acoustically optimized multi-layer surface-system based on synthetics.” Int. J. Transp. Sci. Technol. 7 (3): 217–227. https://doi.org/10.1016/j.ijtst.2018.03.001.
Sirin, O. 2016. “State-of-the-art review on sustainable design and construction of quieter pavements—Part 2: Factors affecting tire-pavement noise and prediction models.” Sustainability 8 (7): 692. https://doi.org/10.3390/su8070692.
Sun, M. 2016. Research on performance of polyurethane porous elastic pavement mixture. Nanjing, China: Southeast Univ.
Wang, D., P. Liu, Z. Leng, C. Leng, G. Lu, M. Buch, and M. Oeser. 2017a. “Suitability of poroelastic road surface (PERS) for urban roads in cold regions: Mechanical and functional performance assessment.” J. Cleaner Prod. 165 (Nov) 1340–1350. https://doi.org/10.1016/j.jclepro.2017.07.228.
Wang, D., A. Schacht, Z. Leng, C. Leng, J. Kollmann, and M. Oeser. 2017b. “Effects of material composition on mechanical and acoustic performance of poroelastic road surface (PERS).” Constr. Build. Mater. 135 (Mar): 352–360. https://doi.org/10.1016/j.conbuildmat.2016.12.207.
Wang, T., F. Xiao, X. Zhu, B. Huang, J. Wang, and S. Amirkhanian. 2018a. “Energy consumption and environmental impact of rubberized asphalt pavement.” J. Cleaner Prod. 180 (Apr): 139–158. https://doi.org/10.1016/j.jclepro.2018.01.086.
Wang, Z., Q. Dai, and S. Guo. 2018b. “Microwave-healing performance of modified asphalt mixtures with flake graphite and exfoliated graphite nanoplatelet.” Constr. Build. Mater. 187: 865–875. https://doi.org/10.1016/j.conbuildmat.2018.06.210.
Way, G. B., D. D. Carlson, J. B. Sousa, K. E. Kaloush, and K. Biligiri. 2010. “Introduction to asphalt-rubber pavement noise reducing characteristics.” In Proc., Inter-Noise & Noise-con Congress & Conf. Reston, VA: Institute of Noise Control Engineering.
Wei, T., N. Jingxin, M. Wenlong, W. Guangbin, and F. Yao. 2020. “Effects of hygrothermal aging on the mechanical properties of aluminum alloy adhesive joints for high-speed train applications.” J. Adhes. 1–30. https://doi.org/10.1080/00218464.2020.1828878.
WHO (World Health Organization). 2018. Environmental noise guidelines for the European region. Geneva: WHO.
Xie, F., T. Zhang, P. Bryant, V. Kurusingal, J. M. Colwell, and B. Laycock. 2019. “Degradation and stabilization of polyurethane elastomers.” Prog. Polym. Sci. 90 (Mar): 211–268. https://doi.org/10.1016/j.progpolymsci.2018.12.003.
Yu, H., Z. Zhu, Z. Leng, C. Wu, Z. Zhang, D. Wang, and M. Oeser. 2020. “Effect of mixing sequence on asphalt mixtures containing waste tire rubber and warm mix surfactants.” J. Cleaner Prod. 246 (Feb): 119008. https://doi.org/10.1016/j.jclepro.2019.119008.
Zhong, K., M. Sun, and R. Chang. 2018. “Performance evaluation of high-elastic/salt-storage asphalt mixture modified with Mafilon and rubber particles.” Constr. Build. Mater. 193 (Dec): 153–161. https://doi.org/10.1016/j.conbuildmat.2018.10.185.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 10October 2021

History

Received: Aug 5, 2020
Accepted: Feb 25, 2021
Published online: Jul 27, 2021
Published in print: Oct 1, 2021
Discussion open until: Dec 27, 2021

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Authors

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Ph.D. Student, School of Highway, Chang’an Univ., Xi’an 710064, China. Email: [email protected]
Yongkang Dong [email protected]
Master’s Student, School of Highway, Chang’an Univ., Xi’an 710064, China. Email: [email protected]
Dongliang Zhao [email protected]
Master’s Student, School of Highway, Chang’an Univ., Xi’an 710064, China. Email: [email protected]
Yong Wen, Ph.D. [email protected]
Assistant Professor, School of Highway, Chang’an Univ., Xi’an 710064, China. Email: [email protected]
Professor, School of Highway, Chang’an Univ., Xi’an 710064, China. Email: [email protected]
Master’s Student, Zhejiang Highway and Water Transportation Engineering Consulting Co., Ltd., 18 Changhua Rd., Hangzhou 310000, China. Email: [email protected]
Jianzhong Pei [email protected]
Professor, School of Highway, Chang’an Univ., Xi’an 710064, China (corresponding author). Email: [email protected]

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Cited by

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  • Modified life cycle assessment for Low-Noise urban roads including acoustics and monetarization, Transportation Research Part D: Transport and Environment, 10.1016/j.trd.2022.103475, 112, (103475), (2022).
  • Porous asphalt mixture use asphalt rubber binders: Preparation and noise reduction evaluation, Journal of Cleaner Production, 10.1016/j.jclepro.2022.134119, 376, (134119), (2022).
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  • Structural dimension optimization and mechanical response analysis of fabricated honeycomb plastic pavement slab, Frontiers of Structural and Civil Engineering, 10.1007/s11709-022-0856-7, 16, 7, (896-908), (2022).

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