A comprehensive field and laboratory test programme and electronic database of pavement material properties for MEPDG

References

• American Association of State Highway and Transportation Officials (AASHTO) , 1993. AASHTO guide for design of new and rehabilitated pavement structures 1993 . Washington, DC: AASHTO.
   Google Scholar
• American Association of State Highway and Transportation Officials (AASHTO) , 2002. Standard method of test for resistance R-value and expansion pressure of compacted soils . AASHTO T-190, Washington, DC: AASHTO.
   Google Scholar
• American Association of State Highway and Transportation Officials (AASHTO) , 2010. Standard method of test for moisture-density relations of soils using a 5.5-lb Rammer and a 12-in. Drop . AASHTO T-99, Washington, DC: AASHTO.
   Google Scholar
• American Society for Testing and Materials (ASTM) , 2009. Standard practice for classification of soils and soil-aggregate mixtures for highway construction purposes . ASTM D6433, West Conshohocken, PA: ASTM International.
   Google Scholar
• Baus, R.L. and Stires, N.R. , 2010. Mechanistic-empirical pavement design guide implementation . Columbia, SC: Department of Civil and Environmental Engineering at University of South Carolina, and South Carolina Department of Transportation, Report FHWA-SC-10-01.
   Google Scholar
• Dzotepe, G.A. and Ksaibati, K. , 2010. The effect of environmental factors on the implementation of the mechanistic empirical pavement design guide . Laramie, WY : University of Wyoming.
   Google Scholar
• Feaster, T.C. , 2012. Characterization of field-produced HMA mixtures from nevada for mechanistic-empirical pavement design . Master Thesis. Reno, NV : University of Nevada.
   Google Scholar
• Hall, K.D. , Xiao, D.X. , and Wang, K.C.P. , 2011. Calibration of the mechanistic-empirical pavement design guide for flexible pavement design in Arkansas. Transportation Research Record: Journal of the Transportation Research Board , 2226, 135–141.10.3141/2226-15
   Web of Science ®Google Scholar
• Hellrung, D.K. , 2015. Back-calculation of the subgrade resilient modulus for mechanistic-empirical pavement design in Wyoming . Master Thesis. Laramie, WY : Department of Civil and Architectural Engineering, University of Wyoming.
   Google Scholar
• Henrichs, Z. , 2015. Measurement of the resilient modulus of subgrade materials for mechanistic-empirical pavement design guide in Wyoming . Master Thesis. Laramie, WY : Department of Civil and Architectural Engineering, University of Wyoming.
   Google Scholar
• Hutson, Z. , 2016. Characterization of subgrade properties for the implementation of mechanistic-empirical pavement design guide in Wyoming . Master Thesis. Laramie, WY : Department of Civil and Architectural Engineering, University of Wyoming.
   Google Scholar
• Jadoun, F.M. and Kim, Y.R. , 2012. Calibrating mechanistic-empirical pavement design guide for North Carolina – Genetic algorithm and generalized reduced gradient optimized methods. Transportation Research Record: Journal of the Transportation Research Board , 2305, 131–140.10.3141/2305-14
   Web of Science ®Google Scholar
• Kutay, M.E. and Jamrah, A. , 2013. Preparation for implementation of the mechanistic-empirical pavement design guide in Michigan: part 1- HMA mixture characterization . East Lansing, MI: Office of Research and Best Practices, Michigan State University and Michigan Department of Transportation, Final Report RC-1593.
   Google Scholar
• Kutner, M. , Nahtsheim, C. and Neter, J. , 2004. Applied linear regression models . 4th ed. New York: McGraw-Hill.
   Google Scholar
• Little, R.J. , McKenzie, L.J. , and Dierstein, P.G. , 1973. The rehabilitated AASHO test road part I – materials and construction . Bureau of Materials and Physical Research, Illinois and U.S. Department of Transportation, Interim Report IHR-28.
   Google Scholar
• Momin, S.A. , 2011. Local calibration of mechanistic empirical pavement design guide for North Eastern United States . Master Thesis. Arlington, TX: University of Texas at Arlington.
   Google Scholar
• National Cooperative Highway Research Program (NCHRP) , 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structures . Washington, DC: Transportation Research Board, National Research Council, NCHRP Report 01-37A.
   Google Scholar
• Ng, K.W. , et al. , in press. Systematic back-calculation protocol and correlation studies of subgrade resilient modulus for MEPDG. International Journal of Pavement Engineering , 1–13. Taylor & Francis, LLC. doi:10.1080/10298436.2016.1162303.
   Google Scholar
• Rencher, A.C. and Christensen, W.F. , 2012. Methods of multivarate analysis . 3rd ed. New York : Wiley.10.1002/9781118391686
   Google Scholar
• Schmalzer, P.N. , 2006. LTPP manual for falling weight deflectometer measurements, Version 4.1 . McLean, VA: FHWA.
   Google Scholar
• Shahin, M.Y. , 2005. Pavement management for airports, roads, and parking lots . 2nd ed. New York : Springer Science and Business Media, LLC.
   Google Scholar
• Velasquez, R. , et al. , 2009. Implementation of the MEPDG for new and rehabilitated pavement structures for design of concrete and asphalt pavements in Minnesota . Department of Civil Engineering at the University of Minnesota, and Local Road Research Board of Minnesota Department of Transportation, Final Report MN/RC-2009-06.
   Google Scholar
• Von Quintus, H.L. and Moulthrop, J.S. , 2007. Mechanistic-empirical pavement design guide for flexible pavement performance prediction models volume 1 . Fugro Consultants, , Research Programs, Montana Department of Transportation, Final Report FWHA/MT-07-008/8158-1.
   Google Scholar
• Von Quintus, H.L. , Boudreau, R. , and Cooley, A. , 2014. Precision and bias of resilient modulus test . Champaign, IL: Applied Research Associaties.
   Google Scholar
• Zhang, L. , et al. , 2016. Balancing the subjective and objective weights for correlated multiresponse optimization. Quality and Reliability Engineering International , 32, 817–835.10.1002/qre.v32.3
   Web of Science ®Google Scholar