journal article·2025-05-04

Verification of time-temperature superposition principle for viscoplastic strains of asphalt mixtures obtained from creep-recovery tests in the low-strain regime

Thanh-Nhan Phan, Ngoc-Hung Nguyen, Tien Tho Do, H. T. Tai Nguyen, Mai Lan Nguyen

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Abstract

The creep compliances, total, and viscoplastic (VP) strains of various asphalt mixtures were determined from creep-recovery tests at different temperatures to construct their master curves. In order to ensure the reliability of the obtained results, the agreement between quantities in the time and frequency domain as well as sources of bias in testing were investigated. A viscoelastic and a VP model were used to respectively characterise the reversible and irreversible deformation of the materials. The behaviour of the specimens exerted by a constant stress at various temperatures were then predicted using independent values of the viscoelastic and VP reduced times. Owing to the good agreement between prediction and measurement, the time-temperature superposition principle in the VP domain was verified. In general, the shift factors were uncorrelated with each other. However, at elevated temperatures, the gaps between them became unimportant, enabling the extension of viscoelastic shift factors into the VP domain.
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Research context

OpenAlex topics: Asphalt Pavement Performance Evaluation · Geotechnical Engineering and Underground Structures · Structural Behavior of Reinforced Concrete

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Thu Dau Mot University

Ho Chi Minh City University of Technology and Education

Gustave Eiffel University

Funding

Ministry of Education and Training · Ho Chi Minh City University of Technology and Education, Vietnam

References (61)

Show source-provided references
1. AASHTO T342-11. (2011). Standard method of test for determining dynamic modulus of hot mix asphalt (HMA). American Association of State Highway and Transportation Officials.
2. 10.3390/ma1510348010.3390/ma15103480 ↗
3. 10.1016/j.conbuildmat.2013.12.08810.1016/j.conbuildmat.2013.12.088 ↗
4. 10.1007/BF0133292210.1007/BF01332922 ↗
5. 10.1111/ffe.1384910.1111/ffe.13849 ↗
6. 10.1007/978-3-030-46455-4_24410.1007/978-3-030-46455-4_244 ↗
7. 10.1142/S175882512250023510.1142/S1758825122500235 ↗
8. 10.1590/1516-1439.33221410.1590/1516-1439.332214 ↗
9. 10.1080/14680629.2006.969005910.1080/14680629.2006.9690059 ↗
10. Chehab, G. R., Kim, Y. R., Schapery, R. A., Witczak, M. W., & Bonaquist, R. (2002). Time-Temperature superposition principle for asphalt concrete mixtures with growing damage in tension state. Journal of the Association of Asphalt Paving Technologists, 70, 559–593.
11. 10.1016/j.ijsolstr.2017.09.01410.1016/j.ijsolstr.2017.09.014 ↗
12. Cho, K. S. (2009). Geometric interpretation of time-temperature superposition. Korea-Autralia Rheology Journal, 21, 13–16.
13. 10.1007/978-94-017-7564-910.1007/978-94-017-7564-9 ↗
14. 10.1016/j.ijplas.2012.03.00110.1016/j.ijplas.2012.03.001 ↗
15. 10.1016/j.conbuildmat.2018.06.00310.1016/j.conbuildmat.2018.06.003 ↗
16. 10.1061/(ASCE)0899-1561(1993)5:1(112)10.1061/(ASCE)0899-1561(1993)5:1(112) ↗
17. 10.1016/j.jnnfm.2005.05.00810.1016/j.jnnfm.2005.05.008 ↗
18. 10.1016/j.conbuildmat.2017.07.22210.1016/j.conbuildmat.2017.07.222 ↗
19. Ferry, J. (1980). Viscoelastic properties of polymers (3rd ed.). John Wiley.
20. 10.1016/j.conbuildmat.2013.1106010.1016/j.conbuildmat.2013.11060 ↗
21. Garba R. (2002). Permanent deformation properties of asphalt concrete mixtures (Ph.D. thesis). NTNU University Trondheim Norway.
22. Goodrich J. (1988). Asphalt and polymer modified asphalt properties related to the performance of asphaltic concrete mixes. Association of asphalt paving technologists Proc (Vol. 57 pp. 116–175) MN Association of Asphalt Paving Technologists (AAPT).
23. 10.1007/BF0039667710.1007/BF00396677 ↗
24. Hornych P. Kerzrého J. P. & Salasca S. (2002). Prediction of the behaviour of aflexible pavement using finite element analysis with non-linear elastic and viscoelastic models. Proceedings of 9th International Conference on Asphalt Pavements 17- 22 August (pp. 511–529). Curran Associates.
25. Hua J. (2000). Finite element modelling and analysis of accelerated pavement testing devices and rutting phenomenon (Ph.D. thesis). Purdue University West Lafayette IN.
26. 10.14311/EE.2016.40110.14311/EE.2016.401 ↗
27. 10.1016/j.sbspro.2013.11.10710.1016/j.sbspro.2013.11.107 ↗
28. 10.1080/10298436.2014.93781010.1080/10298436.2014.937810 ↗
29. Lai J. S. & Anderson D. (1973). Irrecoverable and recoverable nonlinear viscoelastic properties of asphalt concrete. Highway Research Record No. 468 (pp. 73-88). Highway Research Board. http://onlinepubs.trb.org/Onlinepubs/hrr/1973/468/468-006.pdf
30. Levenberg E. (2006). Constitutive modeling of asphalt-aggregate mixes with damage and healing (Ph.D. thesis). Technion-Israel Institute of Technology Haifa Israel.
31. 10.1122/1.55052610.1122/1.550526 ↗
32. 10.1080/14680629.2007.969007810.1080/14680629.2007.9690078 ↗
33. 10.3923/jas.2011.2562.256910.3923/jas.2011.2562.2569 ↗
34. 10.1080/14680629.2017.130425510.1080/14680629.2017.1304255 ↗
35. 10.1061/(ASCE)MT.1943-5533.000065810.1061/(ASCE)MT.1943-5533.0000658 ↗
36. 10.1080/14680629.2021.190840710.1080/14680629.2021.1908407 ↗
37. 10.1080/14680629.2020.180950110.1080/14680629.2020.1809501 ↗
38. 10.1080/19648189.2009.969317610.1080/19648189.2009.9693176 ↗
39. 10.1617/s11527-012-9954-710.1617/s11527-012-9954-7 ↗
40. 10.1007/978-3-030-61118-7_1810.1007/978-3-030-61118-7_18 ↗
41. 10.1080/14680629.2003.968994610.1080/14680629.2003.9689946 ↗
42. Perl, M., Uzan, J., & Sides, A. (1983). Visco-Elasto-Plastic constitutive Law for a bituminous mixture under repeated loading. Transportation Research Record, 911, 21–27. http://onlinepubs.trb.org/Onlinepubs/trr/1983/911/911-003.pdf
43. 10.1061/(ASCE)MT.1943.5533.000436610.1061/(ASCE)MT.1943.5533.0004366 ↗
44. 10.1061/40825(185)810.1061/40825(185)8 ↗
45. 10.1061/40986(326)810.1061/40986(326)8 ↗
46. 10.1201/9780203092989.ch910.1201/9780203092989.ch9 ↗
47. 10.1061/(ASCE)0899-1561(2007)19:10(912)10.1061/(ASCE)0899-1561(2007)19:10(912) ↗
48. Sayegh G. (1965). Contribution à l’étude des propriétés visco-élastiques des bitumes purs et des bétons bitumineux (Doctoral dissertation). Paris: Sorbonne University France.
49. 10.1023/A:100976781282110.1023/A:1009767812821 ↗
50. 10.1023/A:101869532939810.1023/A:1018695329398 ↗
51. 10.1016/S0020-7683(98)00060-210.1016/S0020-7683(98)00060-2 ↗
52. 10.3141/1789-1110.3141/1789-11 ↗
53. Shume H. (2002). Loading conditions in the triaxial test for the characterisation of the resistance to permanent deformation of asphalt mixtures (Technical report). Delft University Delft Netherlands.
54. 10.1016/j.conbuildmat.2012.10.00410.1016/j.conbuildmat.2012.10.004 ↗
55. 10.1080/14680629.2023.218029110.1080/14680629.2023.2180291 ↗
56. 10.1007/978-3-642-73602-510.1007/978-3-642-73602-5 ↗
57. 10.1016/j.conbuildmat.2011.09.00710.1016/j.conbuildmat.2011.09.007 ↗
58. 10.1061/(ASCE)MT.1943-5533.00000310.1061/(ASCE)MT.1943-5533.000003 ↗
59. 10.3390/app812244710.3390/app8122447 ↗
60. 10.3390/ma1321505110.3390/ma13215051 ↗
61. 10.3141/1832-2010.3141/1832-20 ↗