Development of a generalised creep-recovery test and a back-calculation method for determining the permanent deformation of asphalt mixtures in the time domain

References

• AASHTO – T324. (2004). Hamburg wheel-track testing of compacted hot mix asphalt. American Association of State Highway and Transportation Officials.
   Google Scholar
• Abu Al-Rub, R. K., Masad, E. A., & Huang, C.-W. (2009). Improving the sustainability of asphalt pavements through developing a predictive model with fundamental material properties (Research Report Number SWUTC/09/476660-00007-1). Texas Transportation Institute.
   Google Scholar
• Bai, F., Yang, X., & Zeng, G. (2014). Creep and recovery behavior characterization of asphalt mixture in compression. Construction and Building Materials, 54, 504–511. https://doi.org/10.1016/j.conbuildmat.2013.12.088
   Web of Science ®Google Scholar
• Chen, F., Balieu, R., & Kringos, N. (2017). Thermodynamics-based finite strain viscoelastic-viscoplastic model coupled with damage for asphalt material. International Journal of Solids and Structures, 129, 61–73. https://doi.org/10.1016/j.ijsolstr.2017.09.014
   Web of Science ®Google Scholar
• Daoudi, A., Perraton, D., Dony, A., & Carter, A. (2020). From complex modulus E∗ to creep compliance D(t): experimental and modeling study. Materials, 13(8), 1945. https://doi.org/10.3390/ma13081945
   PubMed Web of Science ®Google Scholar
• Darabi, M. K., Huang, C.-W., Bazzaz, M., Masad, E. A., & Little, D. N. (2019). Characterization and validation of the nonlinear viscoelastic-viscoplastic with hardening-relaxation constitutive relationship for asphalt mixtures. Construction and Building Materials, 216, 648–660. https://doi.org/10.1016/j.conbuildmat.2019.04.239
   Web of Science ®Google Scholar
• Di Benedetto, H., Olard, F., Sauzéat, C., & Delaporte, B. (2004). Linear viscoelastic behaviour of bituminous materials: From binders to mixes. Road Materials and Pavement Design, 5(sup1), 163–202. https://doi.org/10.1080/14680629.2004.9689992
   Google Scholar
• Drescher, A., Kim, J. R., & Newcomb, D. E. (1993). Permanent deformation in asphalt concrete. Journal of Materials in Civil Engineering, 5(1), 112–128. https://doi.org/10.1061/(ASCE)0899-1561(1993)5:1(112)
   Google Scholar
• EN 12697-22. (2007). Bituminous mixtures: Test method for hot mix asphalts-part 22: Wheel tracking. European Standard.
   Google Scholar
• Kim, J., Sholar, G. A., & Kim, S. (2008). Determination of accurate creep compliance and relaxation modulus at a single temperature for viscoelastic solids. Journal of Materials in Civil Engineering, 20(2), 147–156. https://doi.org/10.1061/(ASCE)0899-1561(2008)20:2(147)
   Web of Science ®Google Scholar
• Lagos-Varas, M., Movilla-Quesada, D., Raposeiras, A. C., Castro-Fresno, D., Muñoz-Cáceres, O., Andrés-Valeri, V. C., & Rodríguez-Esteban, M. A. (2022). Viscoelasticity modelling of asphalt mastics under permanent deformation through the use of fractional calculus. Construction and Building Materials, 329, Article 127102. https://doi.org/10.1016/j.conbuildmat.2022.127102
   Web of Science ®Google Scholar
• Laukkanen, O.-V., Soenen, H., Pellinen, T., Heyrman, S., & Lemoine, G. (2015). Creep-recovery behavior of bituminous binders and its relation to asphalt mixture rutting. Materials and Structures, 48(12), 4039–4053. https://doi.org/10.1617/s11527-014-0464-7
   Web of Science ®Google Scholar
• Levenberg, E. (2006). Constitutive modeling of asphalt-aggregate mixes with damage and healing [PhD thesis, Technion – Israel Institute of Technology]. https://orbit.dtu.dk/en/publications/constitutive-modeling-of-asphalt-aggregate-mixes-with-damage-and-
   Google Scholar
• Liu, Y., & You, Z. (2009, May 18–21). Determining Burger’s model parameters of asphalt materials using creep-recovery testing data. In Proceedings of Symposium on Pavement Mechanics and Materials at the Inaugural International Conference of the Engineering Mechanics Institute (pp. 26–36). American Society of Civil Engineers.
   Google Scholar
• Nguyen, H. T. T. (2017). Modelling the mechanical behaviour of asphalt concrete using the Perzyna viscoplastic theory and Drucker–Prager yield surface. Road Materials and Pavement Design, 18(S2), 264–280. https://doi.org/10.1080/14680629.2017.1304255
   Google Scholar
• Nguyen, H. T. T., Do, T. T., Tran, V. T., Phan, T. N., Pham, T. A., & Nguyen, M. L. (2021). Determination of creep compliance of asphalt mixtures at intermediate and high temperature using creep-recovery test. Road Materials and Pavement Design, 22(Sup1), S514–S535. https://doi.org/10.1080/14680629.2021.1908407
   Google Scholar
• Nguyen, H. T. T., Nguyen, D. L., Tran, V. T., & Nguyen, M. L. (2022). Finite element implementation of Huet–Sayegh and 2S2P1D models for analysis of asphalt pavement structures in time domain. Road Materials and Pavement Design, 23(1), 22–46. https://doi.org/10.1080/14680629.2020.1809501
   Web of Science ®Google Scholar
• Olard, F., & Di Benedetto, H. (2003). General ‘2S2P1D’ model and relation between the linear viscoelastic behaviours of bituminous binders and mixes. Road Materials and Pavement Design, 4(2), 185–224. https://doi.org/10.1080/14680629.2003.9689946
   Google Scholar
• On Tam, W., Solaimanian, M., & Kennedy, T. W. (2000). Development and use of static creep test to evaluate rut resistance of superpave mixes (Research Report Number 1250-4). The University of Texas at Austin.
   Google Scholar
• Sayegh, G. (1965). Contribution à l’étude des propriétés visco-élastiques des bitumes purs et des bétons bitumineux [PhD thesis, Sorbonne University].
   Google Scholar
• Schapery, R. A. (1969). On the characterization of nonlinear viscoelastic materials. Polymer Engineering & Science, 9(4), 295–310. https://doi.org/10.1002/pen.760090410
   Web of Science ®Google Scholar
• Schapery, R. A., & Park, S. W. (1999). Methods of interconversion between linear viscoelastic material functions. Part II – an approximate analytical method. International Journal of Solids and Structures, 36(11), 1677–1699. https://doi.org/10.1016/S0020-7683(98)00060-2
   Web of Science ®Google Scholar
• Setra-LCPC. (1994). Conception et dimensionnement des structures de chaussées: Guide technique. Laboratoire central des ponts et chaussées.
   Google Scholar
• Sun, L., & Zhu, Y. (2013). A serial two-stage viscoelastic–viscoplastic constitutive model with thermodynamical consistency for characterizing time-dependent deformation behavior of asphalt concrete mixtures. Construction and Building Materials, 40, 584–595. https://doi.org/10.1016/j.conbuildmat.2012.10.004
   Web of Science ®Google Scholar
• Van der Loo, P. J. (1978). The creep test: A key tool in asphalt mix evaluation and prediction of rutting. In Proceedings of the Association of Asphalt Paving Technologists (Vol. 47, pp. 522–557). Association of Asphalt Paving Technologists.
   Google Scholar
• Zahid, H., Debaroti, G., & Musharraf, Z. (2016). Use of the multiple stress creep recovery (MSCR) test method to characterize polymer-modified asphalt binders. Journal of Testing and Evaluation, 44(1S), Article 20140061. https://doi.org/10.1520/jte20140061
   Google Scholar