Structural and environmental impact of new-generation wide-base tires in New Brunswick, Canada

References

• AASHTO. (2008). Mechanistic-empirical pavement design guide: A manual of practice. Interim Edition, American Association of Highways and Transportation Officials.
   Google Scholar
• Al-Qadi, I. L., & Elseifi, M. A. (2008). New generation of wide-base tires: Impact on trucking operations, environment, and pavements. In Transportation Research Record: Journal of the Transportation Research Board, No. 1981, Transportation Research Board of the National Academies, Washington, DC, 2008, pp. 100 –109.
   Google Scholar
• Al-Qadi, I. L., Elseifi, M. A., & Yoo, P. J. (2004). Pavement damage due to different tires and vehicle configurations. Final Report Submitted to Michelin Americas Research and Development Corporation, Virginia Tech Transportation Institute.
   Google Scholar
• Al-Qadi, I. L., Said, I., Hernandez, J., & Kang, S. (2017). Impact and life cycle assessment of new-generation wide-base tires in New Brunswick, Canada.
   Google Scholar
• Asphalt Institute. (1982). Research and development of the Asphalt Institute's thickness design manual. Author.
   Google Scholar
• Bonaquist, R. (1992). An assessment of the increased damage potential of wide base single tires. 7th international conference on asphalt pavements, Nottingham, UK, pp. 1–16.
   Google Scholar
• De Beer, M., & Fisher, C. (2013). Stress-in-motion (SIM) system for capturing tri-axial tyre–road interaction in the contact patch. Measurement, 46(7), 2155–2173. doi: 10.1016/j.measurement.2013.03.012
   Web of Science ®Google Scholar
• EarthShift. (2013). US-ecoinvent database. Version 2.2. [Database]. Swiss Center for Life-Cycle Inventories, St-Gallen, Switzerland.
   Google Scholar
• Environment and Climate Change Canada. (2016). Canadian environmental sustainability indicators: Greenhouse gas emissions. Retrieved from http://www.ec.gc.ca/indicateurs-indicators/default.asp?lang=en&n=FBF8455E-1.
   Google Scholar
• FHWA. (2004). Long-term pavement performance information management system: Pavement performance database users reference guide. Publication No. FHWA-RD-03-088, 2004.
   Google Scholar
• Gamez, A., Hernandez, J. A., Ozer, H., & Al-Qadi, I. L. (2018). Development of domain analysis for determining potential pavement damage. Journal of Transportation Engineering, Part B: Pavements, 144(3), 04018030. doi: 10.1061/JPEODX.0000059
   Web of Science ®Google Scholar
• GENIVAR Consulting Group. (2005). Economic study use of supersingle tires by heavy vehicles operating in Québec. Report published by GENIVAR Consulting Group, Montreal, QC, Canada.
   Google Scholar
• Gungor, O. E., Al-Qadi, I. L., Gamez, A., & Hernandez, J. A. (2016). In-situ validation of three-dimensional pavement finite element models. In J. P., Aguiar-Moya, A. Vargas-Nordcbeck, F. Leiva-Villacorta, & L. G. Loría-Salazar (Eds.), The roles of accelerated pavement testing in pavement sustainability (pp. 145–159). Costa Rica: Springer International. doi: 10.1007/978-3-319-42797-3
   Google Scholar
• Harvey, J. T., & Popescu, L. (2000). Rutting of caltrans asphalt concrete and asphalt-rubber hot mix under different wheels, tire and temperature-accelerated pavement testing evaluation. Berkeley: Pavement Research Center, Institute of Transportation Studies, University of California.
   Google Scholar
• Hernandez, J. A., Al-Qadi, I., & De Beer, M. (2013). Impact of tire loading and tire pressure on measured 3-D contact stresses. In I. L. Al-Qadi & S. Murrell (Eds.), Airfield and highway pavement 2013: Sustainable and efficient pavements (pp. 551–560). Los Angeles: ASCE. doi: 10.1061/9780784413005
   Google Scholar
• Hernandez, J. A., Gamez, A., & Al-Qadi, I. L. (2016). Effect of wide-base tires on nationwide flexible pavement systems: Numerical modeling. Transportation Research Record: Journal of the Transportation Research Board, 2590, 104–112. doi: 10.3141/2590-12
   Google Scholar
• Huhtala, M., Pihlajamaki, J., & Pienimaki, M. (1989). Effects of tires and tire pressures on road pavements. Transportation Research Record, 1227, 107–114.
   Google Scholar
• Illinois Department of Transportation. (2013). Chapter fifty-four pavement design. Bureau of Design and Environment Manual. Springfield, IL.
   Google Scholar
• Kang, S., Al-Qadi, I. L., Ozer, H., Ziyadi, M., & Harvey, J. T. (2018). Environmental and economic impact of using new-generation wide-base tires. The International Journal of Life Cycle Assessment, 1–14. doi:10.1007/s11367-018-1480-6
   Web of Science ®Google Scholar
• Kim, D., Salgado, R., & Altschaeffl, E. G. (2005). Effects of super-single tire loadings on pavements. Journal of Transportation Engineering, 131(10), 732–743. doi: 10.1061/(ASCE)0733-947X(2005)131:10(732)
   Web of Science ®Google Scholar
• Mechanistic–Empirical Pavement Design Guide. (2008). Interim edition: A manual of practice. Washington, DC: AASHTO.
   Google Scholar
• Meli, J. (2006). A life cycle perspective on concrete and asphalt roadways: Embodied primary energy and global warming potential. Ottawa: Athena Institute.
   Google Scholar
• Pierre, P., Dore, G., & Vagile, L. (2003). Characterization and evaluation of tire-roadway interface stresses. Ministry of Transport, University of Laval.
   Google Scholar
• Ponniah, J., Madill, R., Marchand, S., Corredor, A., Haas, R., & Lane, B. (2010). Challenges in decreasing greenhouse gas emissions by increasing the axle load permitted on wide base single tires. Annual conference of the transportation association of Canada, Halifax, Nova Scotia, Canada.
   Google Scholar
• Priest, A. L., & Timm, D. H. (2006). Mechanistic comparison of wide-base single versus standard dual tire configurations. Transportation Research Record: Journal of the Transportation Research Board, 1949(155), 163.
   Web of Science ®Google Scholar
• Towns, J., Cockerill, T., Dahan, M., Foster, I., Gaither, K., Grimshaw, A., … Wilkins-Diehr, N. (n.d.). XSEDE: Accelerating scientific discovery. Computing in Science & Engineering, 16(5), 62–74. doi: 10.1109/MCSE.2014.80
   Web of Science ®Google Scholar
• Tutumluer, E. (2008). State of the art: Anisotropic characterization of unbound aggregate layers in flexible pavements. engineering mechanics conference, Minneapolis, MN.
   Google Scholar
• U.S. Environmental Protection Agency. (2016). Motor vehicle emission simulator (MOVES) 2014a [Software]. Washington, DC.
   Google Scholar
• Von Quintus, H. L., Yau, A., Witczak, M. W., Andrei, D., & Houston, W. N. (2001). Appendix OO-1: Background and preliminary smoothness prediction models for flexible pavements. Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Final report NCHRP 1-37A project. Washington, DC: Transportation Research Board.
   Google Scholar
• Wang, D., Roesler, J. R., & Guo, D. Z. (2009). Analytical approach to predicting temperature fields in multilayered pavement systems. Journal of Engineering Mechanics, 135(4), 334–344. doi: 10.1061/(ASCE)0733-9399(2009)135:4(334)
   Web of Science ®Google Scholar
• Witczak, M. W., & El-Basyouny, M. M. (2004). Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Appendix II-1: Calibration of fatigue cracking models for flexible pavements. National Cooperative Highway Research Program, Washington, DC.
   Google Scholar
• Xue, W., & Weaver, E. (2015). Influence of tire configuration on pavement response and predicted distress. International Journal of Pavement Engineering, 16(6), 538–548.
   Google Scholar
• Yoo, P. J., Al-Qadi, I. L., Elseifi, M. A., & Janajreh, I. (2006). Flexible pavement responses to different loading amplitudes considering layer interface condition and lateral shear forces. The International Journal of Pavement Engineering, 7(1), 73–86. doi: 10.1080/10298430500516074
   Google Scholar
• Ziyadi, M., Ozer, H., Kang, S., & Al-Qadi, I. L. (2018). Vehicle energy consumption and an environmental impact calculation model for the transportation infrastructure systems. Journal of Cleaner Production, 174, 424–436. doi: 10.1016/j.jclepro.2017.10.292
   Web of Science ®Google Scholar