Laboratory Study and Simulation Analysis on Anticrack Properties of Open-Graded Friction Course Based on Creep Tests
Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 6
Abstract
Cracking is a common early disease of asphalt pavements. To evaluate the temperature shrinkage cracking resistance of an open-graded friction course (OGFC), the viscoelastic parameters of an OGFC mixture at different temperatures were obtained by uniaxial compression creep tests. According to the viscoelastic parameters, numerical models of the creep, relaxation, and temperature shrinkage cracking of an OGFC were established. Subsequently, the reliability of the numerical model was verified based on the creep test results and the extensive Maxwell model. The crack initiation temperature of the OGFC mixture at different cooling rates was analyzed by combining indirect tensile strength and temperature shrinkage stress. The results showed that the simulation results were close to the model results, and the average errors of the simulation results for creep compliance and relaxation modulus did not exceed 7.18% and 1.83%, respectively. The faster the cooling was, the greater the temperature shrinkage stress and the higher the crack initiation temperature were. The crack initiation temperature of the OGFC at a cooling rate of was about . This research provides a reference for quickly obtaining the crack initiation temperature of asphalt mixtures at different cooling rates.
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
This paper was funded by the National Natural Science Foundation of China (Grant No. 51678271) and the Science Technology Development Program of Jilin province (Grant No. 20160204008SF) and was supported by the Graduate Innovation Fund of Jilin University.
References
Al-Omari, A. A., M. A. Khasawneh, T. M. Al-Rousan, and S. F. Al-Theeb. 2019. “Static creep of modified Superpave asphalt concrete mixtures using crumb tire rubber, microcrystalline synthetic wax, and nano-silica.” Int. J. Pavement Eng. 22 (6): 794–805. https://doi.org/10.1080/10298436.2019.1646913.
Arabzadeh, A., and M. Guler. 2019. “Thermal fatigue behavior of asphalt concrete: A laboratory-based investigation approach.” Int. J. Fatigue 121 (Apr): 229–236. https://doi.org/10.1016/j.ijfatigue.2018.11.022.
Chen, J., J. Li, H. Wang, W. Huang, W. Sun, and T. Xu. 2019. “Preparation and effectiveness of composite phase change material for performance improvement of Open Graded Friction Course.” J. Cleaner Prod. 214 (Mar): 259–269. https://doi.org/10.1016/j.jclepro.2019.01.001.
Chen, J., X. Yin, H. Wang, and Y. Ding. 2018. “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.
Chen, S. Q., D. S. Wang, J. Y. Yi, and D. C. Feng. 2019a. “Implement the Laplace transform to convert viscoelastic functions of asphalt mixtures.” Constr. Build. Mater. 203 (Apr): 633–641. https://doi.org/10.1016/j.conbuildmat.2019.01.116.
Cheng, Y., H. Li, L. Li, Y. Zhang, H. Wang, and Y. Bai. 2019b. “Viscoelastic properties of asphalt mixtures with different modifiers at different temperatures based on static creep tests.” Appl. Sci. 9 (20): 4246. https://doi.org/10.3390/app9204246.
Cheng, Y., L. Li, P. Zhou, Y. Zhang, and H. Liu. 2019c. “Multi-objective optimization design and test of compound diatomite and basalt fiber asphalt mixture.” Materials 12 (9): 1461. https://doi.org/10.3390/ma12091461.
Gajewski, M., and P. A. Langlois. 2014. “Prediction of asphalt concrete low-temperature cracking resistance on the basis of different constitutive models.” Procedia Eng. 91 (Aug): 81–86. https://doi.org/10.1016/j.proeng.2014.12.016.
Gao, L., Z. Wang, J. Xie, Y. Liu, and S. Jia. 2019. “Simulation of the cooling effect of porous asphalt pavement with different air voids.” Appl. Sci. 9 (18): 3659. https://doi.org/10.3390/app9183659.
Gražulytė, J., A. Vaitkus, V. Andrejevas, and G. Gribulis. 2017. “Methods and criteria for evaluation of asphalt mixture resistance to low temperature cracking.” Balt. J. Road Bridge Eng. 12 (2): 135–144. https://doi.org/10.3846/bjrbe.2017.16.
Li, C., and K. Niu. 2013a. “Simulation of asphalt concrete cracking using Cohesive Zone Model.” Constr. Build. Mater. 38 (Jan): 1097–1106. https://doi.org/10.1016/j.conbuildmat.2012.09.063.
Li, L., C. Wu, Y. Cheng, Y. Ai, H. Li, and X. Tan. 2021. “Comparative analysis of viscoelastic properties of open graded friction course under dynamic and static loads.” Polymers 13 (8): 1250. https://doi.org/10.3390/polym13081250.
Li, Z. S., and Y. Q. Tan. 2013b. “Low-Temperature Cracking Analysis of Asphalt Pavement.” Appl. Mech. Mater. 361–363 (May): 1625–1628. https://doi.org/10.4028/www.scientific.net/AMM.361-363.1625.
Mandal, T., A. J. Hanz, and H. U. Bahia. 2017. “Challenges in using the Disc-Shaped Compact Tension (DCT) test to determine role of asphalt mix design variables in cracking resistance at low temperatures.” Int. J. Pavement Eng. 20 (11): 1275–1284. https://doi.org/10.1080/10298436.2017.1405001.
Park, S. W., and R. A. Schapery. 1999. “Methods of interconversion between linear viscoelastic material functions. Part I—A numerical method based on Prony series.” Int. J. Solids Struct. 36 (11): 1653–1675. https://doi.org/10.1016/S0020-7683(98)00055-9.
Peng, L. 2009. “Research on numerical simulation and parameter analysis for low temperature cracking of asphalt pavement structures.” Master’s thesis, Dept. of Engineering, Southeast Univ.
Pszczola, M., C. Szydlowski, and M. Jaczewski. 2019. “Influence of cooling rate and additives on low-temperature properties of asphalt mixtures in the TSRST.” Constr. Build. Mater. 204 (Apr): 399–409. https://doi.org/10.1016/j.conbuildmat.2019.01.148.
Pszczoła, M., M. Jaczewski, C. Szydłowski, J. Judycki, and B. Dołżycki. 2017. “Evaluation of low temperature properties of rubberized asphalt mixtures.” Procedia Eng. 172 (May): 897–904. https://doi.org/10.1016/j.proeng.2017.02.098.
Sorvari, J., and M. Malinen. 2007. “Numerical interconversion between linear viscoelastic material functions with regularization.” Int. J. Solids Struct. 44 (3–4): 1291–1303. https://doi.org/10.1016/j.ijsolstr.2006.06.029.
Tai Nguyen, H. T., D.-L. Nguyen, V.-T. Tran, and M.-L. Nguyen. 2020. “Finite element implementation of Huet-Sayegh and 2S2P1D models for analysis of asphalt pavement structures in time domain.” Road Mater. Pavement 1–25. https://doi.org/10.1080/14680629.2020.1809501.
Tan, Y., L. Zhang, and H. Xu. 2012. “Evaluation of low-temperature performance of asphalt paving mixtures.” Cold Reg. Sci. Technol. 70 (Jan): 107–112. https://doi.org/10.1016/j.coldregions.2011.08.006.
Vu, V. T., O. Chupin, J.-M. Piau, F. Hammoum, and S. Bouron. 2018. “Experimental study and modeling of the behavior of partially saturated asphalt concrete under freezing condition.” Constr. Build. Mater. 163 (Feb): 169–178. https://doi.org/10.1016/j.conbuildmat.2017.12.070.
Zhang, Y. Q., R. Luo, and R. L. Lytton. 2012. “Anisotropic Viscoelastic Properties of Undamaged Asphalt Mixtures.” J. Transp. Eng. 138 (1): 75–89. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000302.
Zhou, J., X. Chen, G. Xu, and Q. Fu. 2019. “Evaluation of low temperature performance for SBS/CR compound modified asphalt binders based on fractional viscoelastic model.” Constr. Build. Mater. 214 (Jul): 326–336. https://doi.org/10.1016/j.conbuildmat.2019.04.064.
Information & Authors
Information
Published In
Journal of Materials in Civil Engineering
Volume 34 • Issue 6 • June 2022
Copyright
© 2022 American Society of Civil Engineers.
History
Received: Jun 2, 2021
Accepted: Oct 25, 2021
Published online: Mar 26, 2022
Published in print: Jun 1, 2022
Discussion open until: Aug 26, 2022
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
- Yunlian Song, Yu Sun, Low-Temperature Crack Resistance of Basalt Fiber-Reinforced Phase-Change Asphalt Mixture Based on Digital-Image Correlation Technology, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-15265, 35, 6, (2023).