Effects of layer interface conditions on top-down fatigue cracking of asphalt pavements

References

• Ai, C. , et al. , 2017. Characterization of interface bonding in asphalt pavement layers based on direct shear tests with vertical loading. Journal of Materials in Civil Engineering , 29 (9), 04017102.10.1061/(ASCE)MT.1943-5533.0001952
   Web of Science ®Google Scholar
• Al-Qadi, I.L. , Xie, W. , and Elseifi, M.A. , 2008. Frequency determination from vehicular loading time pulse to predict appropriate complex modulus in MEPDG. Asphalt Paving Technology-Proceedings , 77, 739–771.
   Google Scholar
• American Association of State Highway and Transportation officials (AASHTO) , 2007. Standard method of test for determining dynamic modulus of hot-mix asphalt (HMA). AASHTO TP 62-07 . Washington, DC.
   Google Scholar
• Applied Research Associates (ARA) , 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structure . Final Report, National Cooperative Highway Research Program (NCHRP) Project 1-37A. Albuquerque, NM : National Research Council.
   Google Scholar
• Bensalem, A. , et al. , 2000. Finite element modeling of fully flexible pavements: surface cracking and wheel interaction. Proceedings of the 2nd International Symposium on 3D Finite Element for Pavement Analysis, Design, and Research . Charleston, WV, 103–122.
   Google Scholar
• Blakemore, M. , Evans, G. and Hyslop, J. , 1976. Comparison of some methods for evaluating infinite range oscillatory integrals. Journal of Computational Physics , 22 (3), 352–376.10.1016/0021-9991(76)90054-1
   Web of Science ®Google Scholar
• Burmister, D.M. , 1943. The theory of stress and displacements in layered systems and applications to the design of airport runways. Highway Research Board, Proceedings of 23rd Annual Meeting , 23, 126–144.
   Google Scholar
• Chen, J.-S. and Huang, C.-C. , 2010. Effect of surface characteristics on bonding properties of bituminous tack coat. Transportation Research Record: Journal of the Transportation Research Board , 2180, 142–149.10.3141/2180-16
   Google Scholar
• Chen, Y. , et al. , 2012. Effects of interface condition characteristics on open-graded friction course top-down cracking performance. Road Materials and Pavement Design , 13 (sup1), 56–75.10.1080/14680629.2012.657051
   Web of Science ®Google Scholar
• Davis, P.J. and Rabinowitz, P. , 1988. Methods of numerical integration . Orlando, FL: Academic Press.
   Google Scholar
• De Jong, D.L. , Peutz, M.G.F. , and Korswagen, A.R. 1979. Computer program BISAR. Layered systems under normal and tangential surface load (External Rep. No. AMSR. 0006.73). Amsterdam: Koninklijke/Shell Laboratorium.
   Google Scholar
• Dongre, R. , Myers, L. and D’Angelo, J. , 2006. Conversion of testing frequency to loading time: Impact on performance predictions obtained from the mechanistic–empirical pavement design guide. Proceedings of 85th Annual Meeting of the Transportation Research Board , January Washington, DC. 22–26.
   Google Scholar
• Evans, G. , 1993. Practical numerical integration . Delft: John Wiley & Sons.
   Google Scholar
• Huang, Y. , 2003. Pavement analysis and design . Englewood Cliffs, NJ: Prentice Hall.
   Google Scholar
• Asphalt Institute , 1991. Asphalt pavement thickness design for highways and streets (MS-1) . Kentucky: Lexington.
   Google Scholar
• Kazemi, S.-F. , et al. , 2017. Modeling interface debonding between asphalt layers under dynamic aircraft loading. Airfield and Highway Pavements . Philadelphia, PA, USA, 71–81.
   Google Scholar
• Khweir, K. and Fordyce, D. , 2003. Influence of layer bonding on the prediction of pavement life. Proceedings of the Institution of Civil Engineers-Transport , 156 (2), 73–83.10.1680/tran.2003.156.2.73
   Web of Science ®Google Scholar
• Kim, J. , Roque, R. , and Byron, T. , 2009. Viscoelastic analysis of flexible pavements and its effects on top-down cracking. Journal of Materials in Civil Engineering , 21 (7), 324–332.10.1061/(ASCE)0899-1561(2009)21:7(324)
   Web of Science ®Google Scholar
• Kruntcheva, M.R. , Collop, A.C. , and Thom, N.H. , 2006. Properties of asphalt concrete layer interfaces. Journal of Materials in Civil Engineering , 18 (3), 467–471.10.1061/(ASCE)0899-1561(2006)18:3(467)
   Web of Science ®Google Scholar
• Lucas, S. and Stone, H. , 1995. Evaluating infinite integrals involving Bessel functions of arbitrary order. Journal of Computational and Applied Mathematics , 64 (3), 217–231.10.1016/0377-0427(95)00142-5
   Web of Science ®Google Scholar
• Maina, J. W. , De Beer, M. , and Matsui, K. , 2007. Effects of layer interface slip on the response and performance of elastic multi-layered flexible airport pavement systems. Proceedings of 5th international conference on maintenance and rehabilitation of pavements and technological control . Park city, UT, USA, 145–150.
   Google Scholar
• Matsuno, S. and Nishizawa, T. , 1992. Mechanism of longitudinal surface cracking in asphalt pavement. Proc. of 7th International Conference on Asphalt Pavements, . The University of Nottingham, 277–291.
   Google Scholar
• Metcalf, J. , et al. , 1999. Comparison of Louisiana’s conventional and alternative base course under accelerated loading – final report . Baton Rouge, LA : Louisiana Transportation Research Center.
   Google Scholar
• Mohammad, L. , Raqib, M. and Huang, B. , 2002. Influence of asphalt tack coat materials on interface shear strength. Transportation Research Record: Journal of the Transportation Research Board , 1789, 56–65.10.3141/1789-06
   Web of Science ®Google Scholar
• Mohammad, F.A. , Collop, A.C. and Brown, S.F. , 2005. Effects of surface cracking on responses in flexible pavements. Proceedings of the Institution of Civil Engineers-Transport , 158 (2), 127–134.10.1680/tran.2005.158.2.127
   Web of Science ®Google Scholar
• Myers, L.A. , Roque, R. and 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
• Raab, C. and Partl, M.N. , 2009. Interlayer bonding of binder, base and subbase layers of asphalt pavements: long-term performance. Construction and Building Materials , 23 (8), 2926–2931.10.1016/j.conbuildmat.2009.02.025
   Web of Science ®Google Scholar
• Romanoschi, S. and Metcalf, J. , 2001. Characterization of asphalt concrete layer interfaces. Transportation Research Record: Journal of the Transportation Research Board , 1778, 132–139.10.3141/1778-16
   Google Scholar
• Roque, R. , et al. , 2006. Evaluation of surface-initiated longitudinal wheel path cracking . Gainesville: University of Florida, Final Report for FDOT No. C5978 Contract.
   Google Scholar
• Shanks, D. , 1955. Non-linear transformations of divergent and slowly convergent sequences. Studies in Applied Mathematics , 34 (1–4), 1–42.
   Google Scholar
• Shell International Petroleum Company , 1978. Shell pavement design manual: asphalt pavements and overlays for road traffic . London: Shell International Petroleum Company.
   Google Scholar
• Sidi, A. , 1988. A user-friendly extrapolation method for oscillatory infinite integrals. Mathematics of Computation , 51 (183), 249–249.10.1090/S0025-5718-1988-0942153-5
   Web of Science ®Google Scholar
• Svasdisant, T. , et al. , 2002. Mechanistic analysis of top-down cracks in asphalt pavements. Transportation Research Record: Journal of the Transportation Research Board , 1809, 126–136.10.3141/1809-15
   Google Scholar
• Uhlmeyer, J. , et al. , 2000. Top-down cracking in Washington State asphalt concrete wearing courses. Transportation Research Record: Journal of the Transportation Research Board , 1730, 110–116.10.3141/1730-13
   Web of Science ®Google Scholar
• Walubita, L. F. and Scullion, T. , 2007. Perpetual pavements in Texas: The Fort Worth SH 114 project in Wise County.
   Google Scholar
• Zhao, Y. , Zhou, C. and Tan, Y. , 2009. Effects of layer interface conditions on fatigue behavior of asphalt pavements with semi-rigid bases. ICCTP 2009: Critical Issues In Transportation Systems Planning, Development, and Management . Harbin, China, 1–10.
   Google Scholar
• Zhao, Y. , et al. , 2015. Accurate determination of near-surface responses of asphalt pavements. Road Materials and Pavement Design , 16 (1), 186–199.10.1080/14680629.2014.979221
   Web of Science ®Google Scholar
• Zhao, Y. , Alae, M. and Fu, G. , 2017. Investigation of mechanisms of top-down fatigue cracking of asphalt pavement. Road Materials and Pavement Design , 1–12.
   Web of Science ®Google Scholar
• Ziari, H. and Khabiri, M.M. , 2007. Interface condition influence on prediction of flexible pavement life. Journal of Civil Engineering and Management , 13 (1), 71–76.
   Google Scholar