Calibration of Pavement ME Design and Mechanistic-Empirical Pavement Design Guide Performance Prediction Models for Iowa Pavement Systems

Author:

Kim Sunghwan1,Ceylan Halil2,Ma Di3,Gopalakrishnan Kasthurirangan4

Affiliation:

1. Research Assistant Professor, Iowa State Univ., Ames, IA 50014.

2. Associate Professor, Iowa State Univ., Ames, IA 50014.

3. Graduate Student, Iowa State Univ., Ames, IA 50014.

4. Senior Research Scientist, Iowa State Univ., Ames, IA 50014 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference37 articles.

1. AASHTO. (2008). “Mechanistic-empirical pavement design guide interim edition: A manual of practice.” Washington DC.

2. AASHTO. (2010). “Guide for the local calibration of the mechanistic-empirical pavement design guide.” Washington DC.

3. AASHTO. (2011). “AASHTOWare DARWin-ME v.1.0 mechanistic-empirical pavement design software.” Washington DC.

4. AASHTO. (2012). “AASHTOWare pavement ME design.” 〈http://www.darwinme.org/MEDesign/Index.html〉 (May 19 2014).

5. Banerjee A. Aguiar-Moya J. P. and Prozzi J. A. (2009). “Calibration of mechanistic-empirical pavement design guide permanent deformation models: Texas experience with long-term pavement performance.” Transportation Research Record 2094 Transportation Research Board Washington DC 12–20.

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