Effect of aged material properties on transverse crack performance with two-round field observations

References

• Alavi, M. Z., Hajj, E. Y., & Sebaaly, P. E. (2016). Significance of Oxidative Aging on the Thermal Cracking Predictions in Asphalt Concrete Pavements. 8th RILEM International Conference on Mechanism of Cracking and Debonding in Pavement, 13: 127–132.
   Google Scholar
• Alavi, M. Z., Hajj, E. Y., & Sebaaly, P. E. (2017). A comprehensive model for predicting thermal cracking events in asphalt pavements. International Journal of Pavement Engineering, 18(9), 871–885. https://doi.org/10.1080/10298436.2015.1066010
   Web of Science ®Google Scholar
• Apeagyei, A. K., Dave, E. V., & Buttlar, W. G. (2008). Effect of cooling rate on thermal cracking of asphalt concrete pavement. Journal of Association of Asphalt Paving Technologies, 77, 709–738.
   Google Scholar
• ARA, Inc. (2003). Guide for mechanistic-empirical design of New and rehabilitated pavement structures, appendix HH: Field calibration of the thermal cracking model. National Cooperative Highway Research Program.
   Google Scholar
• Asib, A. M., & Romero, P. (2021). A long-term field study of the ability to predict thermal cracking of asphalt mixtures tested by the bending beam rheometer. Road Materials and Pavement Design. https://doi.org/10.1080/14680629.2021.1910550
   Web of Science ®Google Scholar
• Christensen, D. (1998). Analysis of creep data from indirect tension test on asphalt concrete. Journal of Asphalt Paving Technology, 67, 458–492.
   Google Scholar
• Daly, W. H., Negulescu, I. I., Mohammad, L. N., & Chiparus, I. (2010). The Use of DMA to characterize the aging of asphalt binders. Publication FHWA-LA-07-461. Louisiana Transportation Research Center.
   Google Scholar
• Epps, A. L. (1999). An approach to examine thermal fatigue in asphalt concrete. Journal of the Association of Asphalt Paving Technologists, 68, 319–348.
   Google Scholar
• Glover, C. J., Martin, A. E., Chowdhury, A., Han, R., Prapaitrakul, N., Jin, X., & Lawrence, J. (2009). Evaluation of Binder Aging and Its Influence in Aging of Hot Mix Asphalt Concrete: Literature Review and Experimental Design. Report FHWA/TX-08/0-6009-1. Austin, TX: Texas Department of Transportation.
   Google Scholar
• Hamedi, G. H., Saedi, D., & Ghahremani, H. (2020). Effect of short-term aging on Low-temperature cracking in asphalt mixtures using mechanical and thermodynamic methods. Journal of Materials in Civil Engineering, 32(10), Article 04020288. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003388
   Web of Science ®Google Scholar
• Hanson, D., King, G., Buncher, M., Duval, J., Blankenship, P., & Anderson, M. (2009). Techniques for prevention and remediation of non-load related distresses on HMA airport pavements. In Monte Symons, Jeffrey L. Rapol, Gregory Cline, Mike DeVoy, & John D'Angelo (Eds.), Airfield asphalt pavement technology program (pp. 4–7). Federal Aviation Administration.
   Google Scholar
• Hass, R., Meyer, F., Assaf, G., & Lee, H. (1987). A comprehensive study of cold climate airport pavement cracking. Journal of Association of Asphalt Paving Technologies, 56, 198–245.
   Google Scholar
• Hiltunen, D.R. & Roque, R. (1994). A mechanics-based prediction model for thermal crack of asphaltic concrete pavements. Journal of the Association of Asphalt Paving Technologists, 63: 81-117.
   Google Scholar
• Kim, J., Lee, H. S., & Kim, N. (2010). Determination of shear and bulk moduli of viscoelastic solids from the indirect tension creep test. Journal of Engineering Mechanics, 136(9), 1067–1075. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000151
   Web of Science ®Google Scholar
• Kim, J., Sholar, G., & 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
• Kliewer, J. E., Zeng, H. Y., & Vinson, T. S. (1996). Aging and low-temperature cracking of asphalt concrete mixture. Journal of Cold Regions Engineering, 10(3), 134–148. https://doi.org/10.1061/(ASCE)0887-381X(1996)10:3(134)
   Web of Science ®Google Scholar
• Liu, F., Zhou, Z. D., & Zhang, X. (2020). Construction of complex shear modulus and phase angle master curves for aging asphalt binders. International Journal of Pavement Engineering, 23(3), 536–544. https://doi.org/10.1080/10298436.2020.1758934
   Web of Science ®Google Scholar
• Lu, X., Talon, Y., & Redilius, P. (2008). Aging of Bituminous Binders-Laboratory Tests and Field Data. Proceedings of the 4th Eurasphalt and Eurobitume Congress, Copenhagen, Denmark.
   Google Scholar
• Luo, R., Gu, F., & Lytton, R. L. (2015). Prediction of field aging gradient in asphalt pavements. Transportation Research Record: Journal of the Transportation Research Board, 2507(1), 19–28. https://doi.org/10.3141/2507-03
   Web of Science ®Google Scholar
• Lytton, R. L., Uzan, J., Fernando, E. G., Roque, R., & Hiltunen, D. (1993). Development and validation of performance prediction models and specifications for asphalt binders and paving mixes. Strategic highway research program. National Research Council.
   Google Scholar
• Marasteanu, M., Buttlar, W., Bahia, H., & Williams, C. (2012). Investigation of Low Temperature Cracking in Asphalt Pavements National Pooled Fund Study-Phase II, MN/RC 2012-23. St. Paul, MN: Minnesota Department of Transportation.
   Google Scholar
• Martin, A. E. (2014). Evaluation of the moisture susceptibility of WMA technologies. National Cooperative Highway Research Program. Washington, DC: Transportation Research Board.
   Google Scholar
• Miller, J. S., & Bellinger, W. Y. (2014). Distress Identification Manual for the Long-Term Pavement 35 Performance Program (Fifth Revised Edition). Publication FHWA-HRT-13-092, Federal 36 Highway Administration, McLean, VA.
   Google Scholar
• Morian, N. E., Alavi, M. Z., Hajj, E. Y., & Sebaaly, P. E. (2014). Evolution of thermoviscoelastic properties of asphalt mixtures with oxidative aging. Journal of the Transportation Research Board, 2447(1), 1–12. https://doi.org/10.3141/2447-01
   Google Scholar
• Myers, L. A., Roque, R., & Ruth, B. E. (1998). Mechanisms of surface-initiated longitudinal wheel path cracks in high-type bituminous pavements. Journal of The Association of Asphalt Paving Technologists, 67, 401–432.
   Google Scholar
• Sahebzamani, H., Alavi, M. Z., & Farzaneh, O. (2020). Impact of different levels of oxidative aging on engineering properties of asphalt mixes at low temperatures. Construction and Building Materials, 242, Article 118036. https://doi.org/10.1016/j.conbuildmat.2020.118036
   Web of Science ®Google Scholar
• Said, S. F. (2005). Aging effect on mechanical characteristics of bituminous mixtures. Transportation Research Record: Journal of the Transportation Research Board, 1901(1), 1–9. https://doi.org/10.1177/0361198105190100101
   Google Scholar
• Shen, S. H., Zhang, W. G., Wang, H., & Huang, H. (2016). Numerical evaluation of surface-initiated cracking in flexible pavement overlays with field observations. Road Materials and Pavement Design, 18(1), 221–234. https://doi.org/10.1080/14680629.2016.1138879
   Web of Science ®Google Scholar
• Solaimanian, M., & Bolzan, P. (1993). An analysis of the integrated model of climatic effects on pavements. Strategic highway research program. National Research Council.
   Google Scholar
• Tabatabaee, H. A., Raul, V., & Bahia, H. U. (2012). Modeling thermal stress in asphalt mixtures undergoing glass transition and physical hardening. Transportation Research Record, 4(1), 106–114. https://doi.org/10.3141/2296-11
   Google Scholar
• Vinson, T. S., Janoo, V. C., & Hass, R. C. G. (1989). Low temperature and thermal fatigue cracking. Strategic highway research program. National Research Council.
   Google Scholar
• Wang, H., & Al-Qadi, I. L. (2010). Evaluation of surface-related pavement damage due to tire braking. Road Materials and Pavement Design, 11(1), 101–121. https://doi.org/10.1080/14680629.2010.9690262
   Web of Science ®Google Scholar
• Wu, S. H., Wen, H. F., Zhang, W. G., Shen, S. H., Faheem, A., & Mohammad, L. N. (2016). Long-Term field transverse cracking performance of warm-Mix asphalt pavement and Its significant material property. Transportation Research Record, 2576(1), 109–120. https://doi.org/10.3141/2576-12
   Google Scholar
• Wu, S. H., Zhang, W. G., Shen, S. H., Muhunthan, B., & Mohammad, L. N. (2017). Short-term performance and evolution of material properties of warm- and Hot-Mix asphalt pavements case studies. Transportation Research Record, 2631(1), 39–54. https://doi.org/10.3141/2631-05
   Google Scholar
• Zborowski, A., & Kaloush, K. E. (2011). A fracture energy approach to model the thermal cracking performance of asphalt rubber mixtures. Road Materials and Pavement Design, 12(2), 377–395. https://doi.org/10.1080/14680629.2011.9695250
   Web of Science ®Google Scholar
• Zhang, H. Y., Soenen, H., Carbonneau, X., Lu, X. H., Robertus, C., & Zhang, Y. Q. (2022). Experimental and statistical analysis of bitumen's field ageing in asphalt pavements. Transportation Research Record. doi: 10.1177/03611981221079823
   Web of Science ®Google Scholar
• Zhang, W. G., Luan, Y. C., Ma, T., Wang, S. J., Chen, J. B., Li, J. P., & Wu, M. (2021). Multilevel analysis of the aging mechanisms and performance evolution of rubber-modified asphalt. Journal of Materials in Civil Engineering, 32(12). Article 04021365. https://doi.org/10.1061/(ASCE)MT.1943-5533.0004000
   Google Scholar
• Zhang, W. G., Shen, S. H., Basak, P., Wen, H. F., Wu, S. H., Faheem, A., & Mohammad, L. N. (2015). Development of predictive models for initiation and propagation of field transverse cracking. Transportation Research Record, 2524(1), 92–99. https://doi.org/10.3141/2524-09
   Google Scholar
• Zhang, W. G., Shen, S. H., Wu, S. H., & Mohammad, L. N. (2017). Long-term field aging of warm Mix and hot Mix asphalt binders. Transportation Research Record, 2632(1), 140–149. https://doi.org/10.3141/2632-15
   Google Scholar
• Zhao, K. C., & Wang, Y. H. (2020). Influences of aging conditions on the rheological properties of asphalt binders. International Journal of Pavement Engineering, 21(5), 653–665. https://doi.org/10.1080/10298436.2018.1502438
   Web of Science ®Google Scholar