Local calibration of flexible pavement performance models in Michigan
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[1] Halil Ceylan,et al. Calibration of Pavement ME Design and Mechanistic-Empirical Pavement Design Guide Performance Prediction Models for Iowa Pavement Systems , 2014 .
[2] Karim Chatti,et al. Sensitivity of Input Variables for Flexible Pavement Rehabilitation Strategies in the M-E PDG , 2013 .
[3] Amir N Hanna. Sensitivity Evaluation of MEPDG Performance Prediction , 2013 .
[4] Neeraj Buch,et al. Preparation for Implementation of the Mechanistic-Empirical Pavement Design Guide in MichiganPart 2: Evaluation of Rehabilitation Fixes , 2013 .
[5] Jagannath Mallela,et al. Guidelines for Implementing NCHRP 1-37A M-E Design Procedures in Ohio: Volume 4—MEPDG Models Validation & Recalibration , 2009 .
[6] Linda M Pierce,et al. Calibration of Flexible Pavement in Mechanistic–Empirical Pavement Design Guide for Washington State , 2009 .
[7] John E. Haddock,et al. CONTRIBUTIONS OF PAVEMENT STRUCTURAL LAYERS TO RUTTING OF HOT MIX ASPHALT PAVEMENTS , 2002 .
[8] Harold L Von Quintus,et al. Mechanistic-Empirical Pavement Design Guide Flexible Pavement Performance Prediction Models for Montana--Volume I Executive Research Summary , 2007 .
[9] J B Rauhut,et al. COMMON CHARACTERISTICS OF GOOD AND POORLY PERFORMING AC PAVEMENTS , 1999 .
[10] Jagannath Mallela,et al. Implementation of the AASHTO Mechanistic-Empirical Pavement Design Guide for Colorado , 2013 .