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Articles

Systematic back-calculation protocol and prediction of resilient modulus for MEPDG

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Pages 62-74 | Received 02 Aug 2015, Accepted 02 Mar 2016, Published online: 06 Apr 2016

References

  • Alavi, S., LeCates, J.F., and Tavares, M.P., 2008. NCHRP synthesis 381: falling weight deflectometer usage. Washington, DC: Transportation Research Board.10.17226/13675
  • American Association of State Highway and Transportation Officials (AASHTO), 1993. AASHTO guide for design of pavement structures. Washington, DC: Transportation Research Board.
  • Applied Research Assoicates, Inc, 2007. Mechanistic-empirical pavement design guide flexible pavement performance prediction models for Montana: volume I executive research summary. Helena: Montana Department of Transportation.
  • Applied Research Associates, Inc, 2009. Implementing the AASHTO mechanistic-empirical pavement design guide in Missouri. Vol. I. Jefferson City: Missouri Department of Transportation.
  • Applied Research Associates, Inc, 2013. Implementation of the AASHTO mechanistic-empirical pavement design guide for Colorado. Denver, CO: Colorado Department of Transportation.
  • Applied Research Associated, Inc, 2014. Idaho AASHTOWare pavement ME design user’s guide, version 1.1. Champaign: Idaho Transportation Department.
  • Dawson, A.T., et al., 2009. Backcalcuated and laboratory-measured resilient modulus values. Transportation Research Record: Journal of the Transportation Research Board, No. 2094, 71–78. Washington, DC: Transportation Research Board of the National Academics.
  • Dong, Q., Matsui, K., and Yamamoto, K., 2001. Time domain backcalculation of pavement structure material properties using 3D FEM with Ritz vectors. International Journal of Geomechanics, 1 (3), 325–336.10.1061/(ASCE)1532-3641(2001)1:3(325)
  • 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.
  • Fwa, T.F. and Rani, T.S., 2005. Seed modulus generation algorithm for backcalculation of flexible pavement moduli. Transportation Research Record: Journal of the Transportation Research Board, No. 1905, 117–127. Washington, DC: Transportation Research Board of the National Academics.
  • Goktepe, A.B., Agar, E., and Lav, A.H., 2006. Advances in backcalculating the mechanical properties of flexible pavements. Advances in Engineering Software, 37, 421–431.10.1016/j.advengsoft.2005.10.001
  • Gopalakrishnan, K. and Papadopoulos, H., 2011. Reliable pavement backcalculation with confidence estimation. Scientia Iranica, 18 (6), 1214–1221.10.1016/j.scient.2011.11.018
  • Hahn, G., 1977. Fitting regression models with no intercept term. Journal of Quality Technology, 9 (2), 56–61.
  • Hellrung, D.K., 2015. Back-calculation of the subgrade resilient modulus for mechanistic-empirical pavement design in Wyoming. Master thesis. Department of Civil and Architectural Engineering, University of Wyoming, Laramie, WY.
  • Henrichs, Z., 2015. Measurement of the resilient modulus of subgrade materials for mechanistic-empirical pavement design guide in Wyoming. Master thesis. Department of Civil and Architectural Engineering, University of Wyoming, Laramie, WY.
  • Hutson, Z., 2015. Field investigation and resilient modulus estimation for the implementation of the mechanistic-empirical pavement design guide in Wyoming. Master thesis. Department of Civil and Architectural Engineering, University of Wyoming, Laramie, WY.
  • Hutson, Z., Ng, K.W., and Ksaibati, K., 2015. MEPDG implementation in Wyoming through a comprehensive testing program and WYOMEP database. Proceedings of the TRB 94th Annual Meeting. Washington, DC, 23p.
  • Irwin, L.H., 2002. Backcalculation: an overview and perspective. Ithica, NY: Cornell University.
  • Ji, R., et al., 2014. Evaluation of resilient modulus of subgrade and base materials in indiana and its implementation in MEPDG. Scientific World Journal, 2014, 1–15. Hindawi Publishing Corporation. Article ID 372838.
  • Kutner, M., Nahtsheim, C., and Neter, J., 2004. Applied linear regression models. 4th ed. New York, NY: McGraw-Hill.
  • Mateos, A. and Soares, B.J., 2014. Characterization of the stiffness of unbound materials for pavement design: do we follow the right approach? Journal of Transportation Engineering, 140 (4), 04014001-1-9. 10.1061/(ASCE)TE.1943-5436.0000645
  • Mehta, Y. and Roque, R., 2003. Evaluation of FWD data for determination of layer moduli of pavements. Journal of Materials in Civil Engineering, 15 (1), 25–31.10.1061/(ASCE)0899-1561(2003)15:1(25)
  • National Cooperative Highway Research Program, 2004. Guide for mechanistic–empirical design of new and rehabilitated pavement structures. Final Document, 1-37A Report, National Cooperative Highway Research Program, Transportation Research Board National Research Council. Washington, DC: Transportation Research Board.
  • Nazzal, D.M. and Mohammad, N.L., 2010. Estimation of resilient modulus of subgrade soils using falling weight deflectometer. Transportation Research Record: Journal of the Transportation Research Board, No. 2186, 1–10. Washington, DC: Transportation Research Board of the National Academics.
  • Oh, J.H., et al., 2012. Comparison of resilient modulus values for Florida flexible mechanistic-empirical pavement design. International Journal of Pavement Engineering, 13 (5), 472–484. Taylor & Francis.
  • Rahim, A. and George, K.P., 2003. Falling weight deflectometer for estimating subgrade elastic moduli. Journal of Transportation Engineering, 129 (1), 100–107.10.1061/(ASCE)0733-947X(2003)129:1(100)
  • Saltan, M., Terzi, S., and Küçüksille, E.U., 2011. Backcalculation of pavement layer moduli and Poisson’s ratio using data mining. Expert Systems with Applications, 38, 2600–2608.10.1016/j.eswa.2010.08.050
  • Schmalzer, P.N., 2006. Long-term pavement performance program malual for falling weight deflectometer measurements. McLean: Federal Highway Administration.
  • Seeds, S., et al., 2000. Evaluation of laboratory determined and nondestructive test based resilient modulus values from WesTrack experiment. Nondestructive Testing of Pavements and Backcalculation of Moduli, Thrid Volume, ASTM STP 1375, West Conshohocken, PA, 72–94.10.1520/STP1375-EB
  • Seo, J.W., et al., 2009. Evaluation of layer properties of flexible pavement using a pseudo-static analysis procedure of falling weight deflectometer. Construction and Building Materials, 23, 3206–3213.10.1016/j.conbuildmat.2009.06.009
  • Virgina Department of Transportation (VDOT), 2007. Materials division and Cornell University local roads program. MODTAG Users Manual, Version 4.0. Richmond: Virgina Department of Transportation.
  • WSDOT, 2005. EVERSERIES user guide. Washington State Department of Transportation.

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