Effect of truck speed on the response of flexible pavement systems to traffic loading

References

• ARA Inc., 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Washington, DC: Transportation Research Board of the National Academies. Final Report NCHRP 1-37A.
   Google Scholar
• Al-Qadi, I., Xie, W., and Elseifi, M., 2008. Frequency determination from vehicular loading time pulse to predict appropriate complex modulus in MEPDG. Journal of the Association of Asphalt Paving Technologists, 77, 739–772.
   Google Scholar
• Austroads, 2012. Guide to pavement technology: part 2: pavement structural design. 3rd ed. Sydney: Austroads.
   Google Scholar
• Baltzer, S., et al., 2010. Continuous bearing capacity profile of 18,000 km Australian road network in 5 months, 24th ARRB Conference – Building on 50 years of road and transport research, Melbourne, Australia.
   Google Scholar
• Bodin, D., Chupin, O., and Denneman, E., 2016. Effect of temperature and traffic speed on the asphalt moduli for fatigue cracking and pavement structural design considerations, Proceedings of the 8th RILEM international conference on mechanisms of cracking and debonding in pavements, 397–402.
   Google Scholar
• Brown, S., 1973. Determination of Young’s modulus for bituminous materials in pavement design. Highway Research Record, 431, 38–49.
   Google Scholar
• De Beer, M., 1992. Pavement response measurement system. In: V.C Janoo and R.A. Eaton, eds. Road and airport pavement response monitoring systems. New York: American Society of Civil Engineers, 78–95.
   Google Scholar
• De Beer, M., Fisher, C., and Jooste, F.J., 1997. Determination of pneumatic tyre/pavement interface contact stresses under moving loads and some effects on pavements with thin asphalt surfacing layers. Eight (8th) International conference on asphalt pavements (8th ICAP ‘97), August 10–14, 1997, Seattle, Washington, USA. Vol. 1, 179–227. ISBN 8790145356.
   Google Scholar
• Gillespie, T.D., et al., 1993. Effects of heavy-vehicle characteristics on pavement response and performance. NCHRP Report 353. Washington, DC: Transportation Research Board.
   Google Scholar
• Horak, E., Hefer, A., and Maina, J.W., 2015. Determination of pavement number for flexible pavements using FWD deflection bowl information. Proceedings of the 34th Southern African Transport Conference (SATC), Pretoria, South Africa.
   Google Scholar
• Huang, Y.H., 2004. Pavement analysis and design. 2nd ed. New Jersey: Pearson Education, Inc.
   Google Scholar
• Hugo, F., et al., 2012. International case studies in support of successful application of accelerated pavement testing in pavement engineering. In: D. Jones, ed. Advances in pavement design through full-scale accelerated pavement testing. AK Leiden: CRC Press.
   Google Scholar
• Jameson, G, and Hopman, P., 2000. Austroads pavement design guide chapter 6: development of relationships between laboratory loading rates and traffic speed. Vermont South: ARRB.
   Google Scholar
• Sebaaly, P.E., and Tabatabaee, N., 1993. Influence of vehicle speed on dynamic loads and pavement response. Transportation research record no 1410. Washington, DC: National Academy Press.
   Google Scholar
• Steyn, W.J.vdM., 2001. Considerations of vehicle-pavement interaction for pavement design. PhD Thesis. University of Pretoria.
   Google Scholar
• Steyn, W.J.vdM., and Visser, A.T., 2001. Guidelines for incorporation of vehicle-pavement interaction effects in pavement design. Journal of the South African Institution of Civil Engineering, 43 (1), 34–39.
   Google Scholar
• Theyse, H.L., Maina, J.W., and Kannemeyer, L., 2007. Revision of the South African Flexible pavement design Method: Mechanistic–Empirical components. In: Proceedings of 9th conference on asphalt pavements for Southern Africa (CAPSA), Gaborone, Botswana, 256–292.
   Google Scholar
• Van der Poel, C., 1954. A general system describing the viscoelastic properties of bitumen and its relation to routine test data. Journal of Applied Chemistry, 4, 221–236. doi: https://doi.org/10.1002/jctb.5010040501
   Google Scholar