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Research Article

Enhancing MEPDG distress models prediction for Saudi Arabia by local calibration

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Pages 1681-1693 | Received 25 May 2020, Accepted 25 Mar 2021, Published online: 08 Apr 2021

References

  • AASHTO. (2008). Mechanistic-empirical pavement design guide: A manual of practice, interim ed., 1–204. American Association of State Highway and Transportation Officials.
  • AI-Mansour, A. I., & Sharaf, E. A. (1995, November 5–8). Analysis of current truck tire pressure levels and their effects on Highway pavements in Saudi Arabia. Proceedings of the 4th Saudi Arabia Engineering Conference, Saudi Arabia..
  • ARA ERES Consultants Division., I. (2004). Guide for mechanistic–empirical design of new and rehabilitated pavement structures (Final Report, NCHRP Project 1-37A).
  • Banerjee, A., Aguiar-Moya, J. P., & Prozzi, J. A. (2009). Calibration of mechanistic–empirical pavement design guide permanent deformation models: Texas experience with long-term pavement performance. Transportation Research Record: Journal of the Transportation Research Board, 2094(1), 12–20. https://doi.org/https://doi.org/10.3141/2094-02
  • Bhattacharya, B. B., Mallela, J., Titus-Glover, L., & Goldbaum, J. (2014). Mix specific rutting model calibration in Colorado. Transportation 2014: Past, Present, Future-2014 Conference and Exhibition of the Transportation Association of Canada//Transport 2014: Du Passé Vers l’avenir-2014 Congrès et Exposition de’Association Des Transports Du Canada.
  • Bustos, M., Cordo, O., Girardi, P., & Pereyra, M. (2011). Calibration of distress models from the mechanistic–empirical pavement design guide for rigid pavement design in Argentina. Transportation Research Record: Journal of the Transportation Research Board, 2226(1), 3–12. https://doi.org/https://doi.org/10.3141/2226-01
  • Caliendo, C. (2012). Local calibration and implementation of the mechanistic-empirical pavement design guide for flexible pavement design. Journal of Transportation Engineering, 138(3), 348–360. https://doi.org/https://doi.org/10.1061/(ASCE)TE.1943-5436.0000328
  • Ceylan, H., Kim, S., Gopalakrishnan, K., & Ma, D. (2013). Iowa calibration of MEPDG performance prediction models (InTrans Project 11-401). Iowa State University.
  • Darter, M. I., Von Quintus, H., Bhattacharya, B. B., & Mallela, J. (2014). Calibration and implementation of the AASHTO mechanistic-empirical pavement design guide in Arizona. Arizona Departtment of Transportation. Research Center.
  • Dong, S., Zhong, J., Tighe, S. L., Hao, P., & Pickel, D. (2020). Approaches for local calibration of mechanistic-empirical pavement design guide joint faulting model: A case study of ontario. International Journal of Pavement Engineering, 21(11), 1347–1361. https://doi.org/https://doi.org/10.1080/10298436.2018.1545093
  • Flintsch, G. W., & McGhee, K. K. (2009). Quality management of pavement condition data collection (Vol. 401). Transportation Research Board.
  • Hall, K. D., Xiao, D. X., & Wang, K. C. P. (2011). Calibration of the mechanistic–empirical pavement design guidefor flexible pavement design in Arkansas. Transportation Research Record: Journal of the Transportation Research Board, 2226(1), 135–141. https://doi.org/https://doi.org/10.3141/2226-15
  • Hoegh, K., Khazanovich, L., & Jensen, M. (2010). Local calibration of mechanistic–empirical pavement design guide rutting model: Minnesota road research project test sections. Transportation Research Record: Journal of the Transportation Research Board, 2180(1), 130–141. https://doi.org/https://doi.org/10.3141/2180-15
  • Huang, Y. H. (1993). Pavement analysis and design. Prentice Hall.
  • Jannat, Gulfam E., Yuan, Xian-Xun, & Shehata, Medhat. (2016). Development of regression equations for local calibration of rutting and IRI as predicted by the MEPDG models for flexible pavements using Ontario's long-term PMS data. International Journal of Pavement Engineering, 17(2).
  • Kalthem, M. S. (1978). Evaluation of Riyadh City water supply and demand. The University of Arizona.
  • Kang, M., & Adams, T. M. (2007). Local calibration for fatigue cracking models used in the mechanistic-empirical pavement design guide. Proceedings of the 2007 mid-continent transportation research symposium, Ames, Iowa, August 2007.
  • Kasperick, T., & Ksaibati, K. (2013, January 13–17). Calibration of the traffic distributions and model coefficients within the MEPDG for local energy-affected roads in Wyoming. Transportation Research Board 92nd Annual Meeting, Washington, DC..
  • Kawa, I., Zhang, Z., & Hudson, W. R. (1998). Evaluation of the AASHTO 18-kip load equivalency concept.
  • Kim, S., Ceylan, H., Ma, D., & Gopalakrishnan, K. (2014). Calibration of pavement ME design and mechanistic-empirical pavement design guide performance prediction models for Iowa pavement systems. Journal of Transportation Engineering, 140(10), 4014052. https://doi.org/https://doi.org/10.1061/(ASCE)TE.1943-5436.0000704
  • Li, Q., & Kuai, H.. (2010, August 4–8). Regional calibration of asphalt concrete layers permanent deformation model for mechanistic-empirical pavement design guide. Tenth International Conference of Chinese Transportation Professionals (ICCTP), Beijing, China.
  • Li, J., Pierce, L. M., & Uhlmeyer, J. (2009). Calibration of flexible pavement in mechanistic–empirical pavement design guide for Washington state. Transportation Research Record: Journal of the Transportation Research Board, 2095(1), 73–83. https://doi.org/https://doi.org/10.3141/2095-08
  • Lowe, J. (2013). Evaluation of a new construction pavement section using the mechanistic-empirical pavement design guide. University of New Hampshire.
  • Ma, H., Wang, D., Zhou, C., & Feng, D. (2015). Calibration on MEPDG low temperature cracking model and recommendation on asphalt pavement structures in seasonal frozen region of China. Advances in Materials Science and Engineering, 2015.
  • Mehta, Y. A., Sauber, R. W., Owad, J., & Krause, J. (2008, January 13–17). Lessons learned during implementation of mechanistic-empirical pavement design guide. Transportation Research Board 87th Annual meeting, National Research Council.
  • Muthadi, N. R., & Kim, Y. R. (2008). Local calibration of mechanistic-empirical pavement design guide for flexible pavement design. Transportation Research Record: Journal of the Transportation Research Board, 2087(1), 131–141. https://doi.org/https://doi.org/10.3141/2087-14
  • NCHRP. (2004). Guide for mechanistic-empirical design of new and rehabilitated pavement structures (NCHRP 1-37A Final Report).
  • Oscarsson, E. (2011). Evaluation of the mechanistic–empirical pavement design Guide model for permanent deformations in asphalt concrete. International Journal of Pavement Engineering, 12(1), 1–12. https://doi.org/https://doi.org/10.1080/10298430903578952
  • Rahman, M. S., Podolsky, J. H., & Scholz, T. (2019). Preliminary local calibration of performance prediction models in AASHTOWare pavement ME design for flexible pavement rehabilitation in oregon. Journal of Transportation Engineering, Part B: Pavements, 145(2), 5019002. https://doi.org/https://doi.org/10.1061/JPEODX.0000114
  • Schram, S., & Abdelrahman, M. (2006). Improving prediction accuracy in mechanistic–empirical pavement design guide. Transportation Research Record: Journal of the Transportation Research Board, 1947(1), 59–68. https://doi.org/https://doi.org/10.1177/0361198106194700106
  • Seitllari, A., Lanotte, M., & Kutay, M. E. (2021). Recommended calibration procedure of MEPDG asphalt rutting model using repeated load permanent deformation and confined and unconfined dynamic modulus data. Journal of Transportation Engineering, Part B: Pavements, 147(1), 4020079. https://doi.org/https://doi.org/10.1061/JPEODX.0000234
  • Tarefder, R., & Rodriguez-Ruiz, J. I. (2013). Local calibration of MEPDG for flexible pavements in New Mexico. Journal of Transportation Engineering, 139(10), 981–991. https://doi.org/https://doi.org/10.1061/(ASCE)TE.1943-5436.0000576
  • Thyagarajan, S. (2009). Improvements to strain computation and reliability analysis of flexible pavements in the mechanistic-empirical pavement design guide. Washington State University.
  • Von Quintus, H. L., & Moulthrop, J. S. (2007). Mechanistic-empirical pavement design guide flexible pavement performance prediction models volume III field guide-calibration and user’s guide for the mechanistic-empirical pavement design guide. Department of Transportation Research Programs.

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