Towards an improved prediction of asphalt pavement rutting through thermal-mechanical coupled constitutive modelling

References

• Behnke, R., et al., 2019. Thermo-mechanical finite element prediction of the structural long-term response of asphalt pavements subjected to periodic traffic load: tire-pavement interaction and rutting. Computers & Structures, 218, 9–31.
   Web of Science ®Google Scholar
• Darabi, M. K., et al., 2011. A thermo-viscoelastic–viscoplastic–viscodamage constitutive model for asphaltic materials. International Journal of Solids and Structures, 48 (1), 191–207.
   Web of Science ®Google Scholar
• Darabi, M. K., et al., 2012. A thermodynamic framework for constitutive modeling of time-and rate-dependent materials. part II: numerical aspects and application to asphalt concrete. International Journal of Plasticity, 35, 67–99.
   Web of Science ®Google Scholar
• Darabi, M. K., et al., 2018. Predicting rutting performance of flexible airfield pavements using a coupled viscoelastic-viscoplastic-cap constitutive relationship. Journal of Engineering Mechanics, 145 (2), 04018129.
   Web of Science ®Google Scholar
• Dong, N., et al., 2018. Characterization of permanent deformation performance of asphalt mixture by multi-sequenced repeated load test. Construction and Building Materials, 180, 425–436.
   Web of Science ®Google Scholar
• Gentine, P., Entekhabi, D., and Polcher, J., 2010. Spectral behavior of a coupled land-surface and boundary-layer system. Boundary-layer Meteorology, 134 (1), 157–180.
   Web of Science ®Google Scholar
• Hu, JY., et al., 2021. A feasibility study exploring limestone in porous asphalt concrete: performance evaluation and superpave compaction characteristics. Construction and Building Materials, 279, 122457.
   Web of Science ®Google Scholar
• Huang, C. W., et al., 2010. Three-dimensional simulations of asphalt pavement permanent deformation using a nonlinear viscoelastic and viscoplastic model. Journal of Materials in Civil Engineering, 23 (1), 56–68.
   Web of Science ®Google Scholar
• Ji, X.P., Zheng, N.X., et al., 2013. Rutting prediction of asphalt pavement with full-scale ALF test. Journal of Beijing University of Technology, 39 (3), 373–377.
   Google Scholar
• Kapila, D., Falkowsky, J., and Plawsky, J. L., 1997. Thermal effects during the curing of concrete pavements. Materials Journal, 94 (2), 119–128.
   Google Scholar
• Lu, Y., Lu, L., and Wright, P. J., 2002. Visco-elastoplastic method for pavement performance evaluation. In Proceedings of the Institution of Civil Engineers-Transport, 153 (4), 227–234.
   Web of Science ®Google Scholar
• Lu, Y., and Wright, P. J., 1998. Numerical approach of visco-elastoplastic analysis for asphalt mixtures. Computers & Structures, 69 (2), 139–147.
   Web of Science ®Google Scholar
• Luca, J., and Mrawira, D., 2005. New measurement of thermal properties of superpave asphalt concrete. Journal of Materials in Civil Engineering, 17 (1), 72–79.
   Web of Science ®Google Scholar
• Lytton, R. L., et al., 2018a. Characteristics of undamaged asphalt mixtures in tension and compression. International Journal of Pavement Engineering, 19 (3), 192–204.
   Web of Science ®Google Scholar
• Lytton, R. L., et al., 2018b. Characteristics of damaged asphalt mixtures in tension and compression. International Journal of Pavement Engineering, 19 (3), 292–306.
   Web of Science ®Google Scholar
• Muthadi, N. R., and Kim, Y. R., 2008. Local calibration of mechanistic-empirical pavement design guide for flexible pavement design. Transportation Research Record, 2087(1), 131–141.
   Google Scholar
• Narasimha Rao, K. V., and Kumar, R. K, 2007a. Simulation of tire dynamic behavior using various finite element techniques. International Journal for Computational Methods in Engineering Science and Mechanics, 8 (5), 363–372.
   Google Scholar
• Perzyna, P., 1971. Thermodynamic theory of viscoplasticity. In Advances in Applied Mechanics, 11, 313–354.
   Google Scholar
• Qin, Y., 2016. Pavement surface maximum temperature increases linearly with solar absorption and reciprocal thermal inertial. International Journal of Heat and Mass Transfer, 97, 391–399.
   Web of Science ®Google Scholar
• Qin, Y., and Hiller, J. E., 2011. Modeling temperature distribution in rigid pavement slabs: impact of air temperature. Construction and Building Materials, 25 (9), 3753–3761.
   Web of Science ®Google Scholar
• Qin, Y., and Hiller, J. E., 2013. Ways of formulating wind speed in heat convection significantly influencing pavement temperature prediction. Heat and Mass Transfer, 49 (5), 745–752.
   Web of Science ®Google Scholar
• Table, L., Hu, Y., et al., 2018. Comparative study on asphalt pavement rut based on analytical models and test data. International Journal of Pavement Engineering, 21 (6), 1–15.
   Web of Science ®Google Scholar
• Wasage, T., Statsna, J., and Zanzotto, L., 2010. Repeated loading and unloading tests of asphalt binders and mixes. Road Materials and Pavement Design, 11 (3), 725–744.
   Web of Science ®Google Scholar
• Williams, R. C., and Prowell, B. D., 1999. Comparison of laboratory wheel-tracking test results with Wes track performance. Transportation Research Record, 1681 (1), 121–128.
   Google Scholar
• Yeoh, O. H., 1990. Characterization of elastic properties of carbon-black-filled rubber vulcanizates. Rubber Chemistry and Technology, 63 (5), 792–805.
   Web of Science ®Google Scholar
• Yeoh, O. H., 1993. Some forms of the strain energy function for rubber. Rubber Chemistry and Technology, 66 (5), 754–771.
   Web of Science ®Google Scholar
• Zhang, Y., et al., 2015. A generalized drucker–prager viscoplastic yield surface model for asphalt concrete. Materials and Structures, 48 (11), 3585–3601.
   Web of Science ®Google Scholar
• Zhu, H., and Sun, L., 2013. Mechanistic rutting prediction using a two-stage viscoelastic-viscoplastic damage constitutive model of asphalt mixtures. Journal of Engineering Mechanics, 139 (11), 1577–1591.
   Web of Science ®Google Scholar