Accelerated evaluation of membranes for pavement structures on orthotropic steel bridge decks

References

• Al-Qadi, I., and Wang, H., 2009. Full-Depth pavement responses under various tire configurations: accelerated pavement testing and finite element modeling. Asphalt Paving Technology: Association of Asphalt Paving Technologists – Proceedings of the Technical Sessions, 78, 721–759.
   Google Scholar
• American Institute of Steel Construction - AISC, 1963. Design manual for orthotropic steel plate deck bridges. New York: American Institute of Steel Construction.
   Google Scholar
• Choubane, B., et al., 2006. Evaluation of coarse- and fine-graded superpave mixtures under accelerated pavement testing. Transportation Research Record: Journal of the Transportation Research Board 1974, TRB, National Research Council, Washington, D.C., 120–127.
   Google Scholar
• Connor, R.J. J. Fischer, et al., 2012. Manual for Design, Construction, and Maintenance of Orthotropic Steel Deck Bridges. Federal Highway Administration, FHWA-IF-12-027.
   Google Scholar
• de Jong, F.B.P, 2007. Renovation techniques for fatigue cracked orthotropic steel bridge decks. Unpublished thesis. Delft University of Technology.
   Google Scholar
• Greene, J., et al, 2015. Evaluation and implementation of PG 76-22 asphalt rubber binder in Florida. Transportation Research Record: Journal of the Transportation Research Board 2524, TRB, National Research Council, Washington, D.C., pp. 3–10.
   Google Scholar
• Gurney, T. Fatigue of Steel Bridge Decks. 1992.
   Google Scholar
• Harvey, J., and Popescu, L., 2000 Accelerated pavement testing of rutting performance of two caltrans overlay strategies. Transportation Research Record: Journal of the Transportation Research Board 1716, TRB, National Research Council, Washington, D.C., pp. 116–125.
   Google Scholar
• Jansen, D., Wacker, B., and Pinkofsky, L., 2018. Full-scale accelerated pavement testing with the MLS30 on innovative testing infrastructures. International Journal of Pavement Engineering, 19 (5), 456–465.
   Web of Science ®Google Scholar
• Leendertz, J.J, 2008. Fatigue behaviour of closed stiffener to crossbeam connections in orthotropic steel bridge decks. Unpublished thesis. Delft University of Technology.
   Google Scholar
• Li, J, 2015. Optimum design of multilayer asphalt surfacing systems for orthotropic steel deck bridges. [Unpublished thesis]. Delft University of Technology.
   Google Scholar
• Liu, X., et al., 2013. Test method to assess bonding characteristics of membrane layers in wearing course on orthotropic steel bridge decks. Transportation Research Record: Journal of the Transportation Research Board 2360, TRB, National Research Council, Washington, D.C., pp. 77–83.
   Google Scholar
• Liu, X., et al., 2019. Modelling of five-point bending beam test for asphalt surfacing system on orthotropic steel deck bridges. International Journal of Pavement Engineering, 22 (11), 1469–1490.
   Web of Science ®Google Scholar
• Liu, X., et al., 2022a. Modelling of membrane bonding response: part 1 development of an adhesive contact interface element. International Journal of Pavement Engineering, 23 (3), 612–625.
   Web of Science ®Google Scholar
• Liu, X., et al., 2022b. Modelling of membrane bonding response: part 1 development of an adhesive contact interface element. International Journal of Pavement Engineering, 23 (3), 626–637.
   Web of Science ®Google Scholar
• National Academies of Sciences, Engineering, and Medicine, 2012. Significant findings from full-scale accelerated pavement testing. Washington, DC: The National Academies Press.
   Google Scholar
• Romanoschi, S.A., et al, 1999. Assessment of pavement life at first full-scale accelerated pavement test in Louisiana. Transportation Research Record: Journal of the Transportation Research Board 1655, TRB, National Research Council, Washington, D.C., pp. 219–226.
   Google Scholar
• Tzimiris, G., et al., 2015. Prediction of fatigue life of membrane on orthotropic steel bridge decks. Transportation Research Board, 94th Annual Meeting.
   Google Scholar
• Tzimiris, G, 2017. Experimental investigation of membrane materials used in multilayer surfacing systems for orthotropic steel deck bridges. [Unpublished thesis]. Delft University of Technology.
   Google Scholar
• Zhang, H., et al., 2018. Comparison of different micromechanical models for predicting the effective properties of open graded mixes. Transportation Research Record: Journal of the Transportation Research Board 2672(28), TRB, National Research Council, Washington, D.C., pp. 404–415.
   Google Scholar