Development of Permanent Deformation Master Curves of Asphalt Mixtures by Load-Temperature Superposition
Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 6
Abstract
The optional multiple repeated load (OMRL) test, which involves multiple load levels, is a more promising test method to simulate actual traffic load conditions on pavements. The presented study developed the load-temperature master curve for asphalt mixtures based on the OMRL test under four loading levels with varying temperatures (50 and 60°C) and confining stresses (0, 69, and 138 kPa). The effects of temperature and confining stress on the permanent strain of pavement mixtures were evaluated. Results show that higher temperatures increased the permanent strain and load sensitivity significantly. Higher confining stress dramatically improved the multiple flow numbers of the four asphalt mixtures with a consistent ranking. Likewise, the load sensitivity of asphalt mixtures was increased under lower confining stress. A load-temperature master curve for the slope of strain growth could be established by shift factors, which means the OMRL test conducted under one temperature and confining stress level can be used to accurately predict permanent deformations under all other temperatures or confinements.
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References
Azari, H., and Mohseni, A. (2013). “Permanent deformation characterization of asphalt mixtures by using incremental repeated load testing.” Transp. Res. Rec., 2373, 134–142.
Bonaquist, R. F. (2008). Refining the simple performance tester for use in routine practice, Transportation Research Board, Washington, DC.
Brooks, R. M., and Cetin, M. (2012). “Application of construction demolition waste for improving performance of subgrade and subbase layers.” Int. J. Res. Rev. Appl. Sci., 12(3), 375–381.
Brooks, R. M., and Cetin, M. (2013). “Determination of the influence of vehicles weight ratio on the initial velocity using the accident reconstruction engineering principles.” Int. J. Emerging Technol. Adv. Eng., 3(3), 927–931.
Gu, X., Dong, Q., and Yuan, Q. (2015). “Development of an innovative uniaxial compression test to evaluate permanent deformation of asphalt mixtures.” J. Mater. Civ. Eng., 04014104.
Huang, B., Li, G., Vukosavljevic, D., Shu, X., and Egan, B. (2005). “Laboratory investigation of mixing hot-mix asphalt with reclaimed asphalt pavement.” Transp. Res. Rec., 1929, 37–45.
Jiang, J., Ni, F., Gao, L., and Lou, S. (2016). “Developing an optional multiple repeated load test to evaluate permanent deformation of asphalt mixtures based on axle load spectrum.” Constr. Build. Mater., 122, 254–263.
Kandhal, P. S., Wu, Y., Parker, F., and Spellerberg, P. A. (1996). “Precision of Marshall stability and flow test using 6-in. (152.4-mm) diameter specimens.” J. Test. Eval., 24(1), 20–25.
Khosravifar, S., Haider, I., Afsharikia, Z., and Schwartz, C. W. (2014). “Application of time-temperature superposition to develop master curves of cumulative plastic strain in repeated load permanent deformation tests.” Int. J. Pavement Eng., 16(3), 214–223.
Li, J., Ni, F., Huang, Y., and Gao, L. (2014a). “New additive for use in hot in-place recycling to improve performance of reclaimed asphalt pavement mix.” Transp. Res. Rec., 2445, 39–46.
Li, Q., Lee, H., and Lee, S. (2011). “Permanent deformation model based on shear properties of asphalt mixtures: Development and calibration.” Transp. Res. Rec., 2210, 81–89.
Li, Q., Ni, F., Gao, L., Yuan, Q., and Xiao, Y. (2014b). “Evaluating the rutting resistance of asphalt mixtures using an advanced repeated load permanent deformation test under field conditions.” Constr. Build. Mater., 61, 241–251.
Li, Q., Yang, H., Ni, F., Ma, X., and Luo, L. (2015). “Cause analysis on permanent deformation for asphalt pavements using field cores.” Constr. Build. Mater., 100, 40–51.
Nazzal, M. D., Sargand, S., and Al-Rawashdeh, A. (2010). “Evaluation of warm mix asphalt mixtures containing rap using accelerated loading tests.” J. Test. Eval., 39(3), 305–312.
Rushing, J., Little, D., and Garg, N. (2012). “Asphalt pavement analyzer used to assess rutting susceptibility of hot-mix asphalt designed for high tire pressure aircraft.” Transp. Res. Rec., 2296, 97–105.
Shu, X., Huang, B., and Vukosavljevic, D. (2008). “Laboratory evaluation of fatigue characteristics of recycled asphalt mixture.” Constr. Build. Mater., 22(7), 1323–1330.
Wang, C., Castrorena, C., Zhang, J., and Richard Kim, Y. (2017). “Application of time-temperature superposition principle on fatigue failure analysis of asphalt binder.” J. Mater. Civ. Eng., 04016194.
Xiao, F., Punith, V. S., and Putman, B. J. (2013). “Effect of compaction temperature on rutting and moisture resistance of foamed warm-mix-asphalt mixtures.” J. Mater. Civ. Eng., 1344–1352.
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©2018 American Society of Civil Engineers.
History
Received: Aug 22, 2017
Accepted: Dec 5, 2017
Published online: Mar 30, 2018
Published in print: Jun 1, 2018
Discussion open until: Aug 30, 2018
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