Kinetics-based aging prediction of asphalt mixtures using field deflection data

References

• Abbas, A. , Choi, B. , Masad, E. , and Papagiannakis, T. , 2002. The Influence of Laboratory Aging Method on the Rheological Properties of Asphalt Binders. Journal of Testing and Evaluation , 30 (2), 171–176.
   Web of Science ®Google Scholar
• ARA Inc. , 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structure, appendix CC-1: Correlation of CBR values with soil index properties , Draft Final Report 1-37A, National Cooperative Highway Research Program, Transportation Research Board, Washington, D.C.
   Google Scholar
• ASTM D7175–15 , 2015. Standard test method for determining the rheological properties of asphalt binder using a dynamic shear rheometer . West Conshohocken, PA: ASTM International.
   Google Scholar
• Baker, G.F.U. , 1968. The deterioration of western Australian bitumen seals in service. The 4th Australian Road Research Board Conference , 4 (2), 1451–1467.
   Google Scholar
• Burr, B.L. , et al. , 1993. New apparatus and procedure for the extraction and recovery of asphalt binder from pavement mixtures. Transportation Research Record: Journal of the Transportation Research Board , 1391, 20–29.
   Google Scholar
• Chai, G. , et al. , 2012. A study of the effects of pavement ageing on binder deterioration. International Journal of Pavement Engineering , 15 (1), 1–8.
   Web of Science ®Google Scholar
• De Souza, P. , 2010. Innovation in industrial research . Collingwood: CSIRO Publishing.
   Google Scholar
• EVERSERIES© , 2005. EVERSERIES user’s guide: Pavement analysis computer software and case studies . Olympia, WA: Washington State Department of Transportation.
   Google Scholar
• Gu, F. , et al. , 2015. Using overlay test to evaluate fracture properties of field-aged asphalt concrete. Construction and Building Materials , 101, 1059–1068.
   Web of Science ®Google Scholar
• Han, R. , Jin, X. , and Glover, C.J. , 2011. Modeling pavement temperature for use in binder oxidation models and pavement performance prediction. Journal of Materials in Civil Engineering , 23 (4), 351–359.10.1061/(ASCE)MT.1943-5533.0000169
   Web of Science ®Google Scholar
• Jemison, H.B. , et al. , 1992. Application and use of the ATR, FT-IR method to asphalt aging studies. Fuel Science and Technology International , 10 (4–6), 795–808.10.1080/08843759208916021
   Web of Science ®Google Scholar
• Law PCS , 2000. LTPP manual for falling weight deflectometer measurements operational field guidelines . Version 3.1, McLean, VA: Federal Highway Administration.
   Google Scholar
• Lin, M.S. , et al. , 1996. The effect of asphalt composition on the formation of asphaltenes and their contribution to asphalt viscosity. Fuel Science and Technology International , 14 (1–2), 139–162.10.1080/08843759608947566
   Web of Science ®Google Scholar
• Liu, M. , et al. , 1996. The kinetics of carbonyl formation in asphalt. AIChE Journal , 42 (4), 1069–1076.10.1002/(ISSN)1547-5905
   Web of Science ®Google Scholar
• Luo, X. , Luo, R., and Lytton, R.L. , 2014. Energy-based mechanistic approach for damage characterization of pre-flawed visco-elasto-plastic materials. Mechanics of Materials , 70, 18–32.
   Web of Science ®Google Scholar
• Luo, X. , Gu, F. , and Lytton, R.L. , 2015. Prediction of field aging gradient in asphalt pavements. Transportation Research Record: Journal of the Transportation Research Board , 2507, 19–28.10.3141/2507-03
   Web of Science ®Google Scholar
• Mirza, M.W. and Witczak, M.W. , 1995. Development of a global aging system for short and long term aging of asphalt cements. Journal of the Association of Asphalt Paving Technologists , 64, 393–430.
   Google Scholar
• Mirza, M.W. , Zapata, C.E. , and Raghavendra, S. , 2005. Environmental effects in pavement mix and structural design systems . Web-Only Document 113, National Cooperative Highway Research Program, Transportation Research Board of the Notional Academies, Washington, DC.
   Google Scholar
• Newcomb, D. , et al. , 2015. Short-term laboratory conditioning of asphalt mixtures . Final report 815, National Cooperative Highway Research Program, Transportation Research Board of the Notional Academies, Washington, DC.10.17226/22077
   Google Scholar
• Oliver, J.W.H. , 1987. Asphalt hardening in sprayed seals. Transportation Research Record: Journal of the Transportation Research Board , 1106, 196–201.
   Google Scholar
• Ouyang, C. , et al. , 2006. Improving the aging resistance of asphalt by addition of zinc dialkyldithiophosphate. Fuel , 85 (7–8), 1060–1066.10.1016/j.fuel.2005.08.023
   Web of Science ®Google Scholar
• Peterson, J.C. , 1986. Quantitative functional group analysis of asphalt using differential infrared spectrometry and selective chemical reactions – Theory and application. Transportation Research Record: Journal of the Transportation Research Board , 1096, 1–11.
   Google Scholar
• Salomon, D. and Zhai, H. , 2002. Ranking asphalt binders by activation energy for flow. Journal of Applied Asphalt Binder Technology , 2 (2), 52–60.
   Google Scholar
• Witczak, M. and Fonseca, O. , 1996. Revised predictive model for dynamic (complex) modulus of asphalt mixtures. Transportation Research Record: Journal of the Transportation Research Board , 1540, 15–23.10.3141/1540-03
   Google Scholar