Comparison of Performance Models’ Local Calibration Approaches—MLE vs. Least Square
Author:
Affiliation:
1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI.
2. Associate Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485538.032
Reference7 articles.
1. AASHTO. (2010). Guide for the Local Calibration of the Mechanistic-Empirical Pavement Design Guide.
2. Maximum Likelihood Estimation of Parameters for Advanced Continuously Reinforced Concrete Pavement (CRCP) Punchout Calibration Model;Chen L.;Advances in Civil Engineering,2021
3. Approaches for local calibration of mechanistic-empirical pavement design guide joint faulting model: a case study of Ontario
4. Haider, S. W., Buch, N., Brink, W., Chatti, K., and Baladi, G. (2014). Preparation for implementation of the mechanistic-empirical pavement design guide in Michigan, part 3: local calibration and validation of the pavement-ME performance models (No. RC-1595). Michigan. Dept. of Transportation. Office of Research Administration.
5. Local Recalibration of JPCP Performance Models and Pavement-ME Implementation Challenges in Michigan
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