Formulation of Traffic Inputs Required for the Implementation of the M-E PDG in Data-Scarce Regions: Lebanon Case Study

Author:

Haj Chhade Rana1,Mrad Rayane2,Houssami Lamis3,Chehab Ghassan4

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, P.O. Box 11-0236, Riad El-Solh, Beirut 1107-2020, Lebanon.

2. Master’s Student, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, P.O. Box 11-0236, Riad El-Solh, Beirut 1107-2020, Lebanon.

3. Geotechnical Engineer, Dar Al Handasah Shair & Partners, Verdun St., Dar Al-Handasah Bldg., P.O. Box 11-4131, Beirut 1107-2230, Lebanon.

4. Associate Professor, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, P.O. Box 11-0236, Riad El-Solh, Beirut 1107-2020, Lebanon (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. Preparing data for calibration of mechanistic-empirical pavement design guide in central Saudi Arabia;Alqaili A. H.;Int. J. Civ. Environ. Struct. Constr. Archit. Eng.,2017

2. Ayyala D. G. R. Chehab and J. S. Daniel. 2010. “Sensitivity of ME PDG level 2 and 3 inputs using statistical analysis techniques for New England states.” In Proc. Transportation Research Board 89th Annual Meeting. Washington DC: Transportation Research Board.

3. Chehab G. R. R. H. Chehade L. Houssami and R. Mrad. 2017. “Implementation initiatives of the mechanistic-empirical pavement design guide in countries with insufficient design input data: The case of Lebanon.” In Proc. Int. Congress and Exhibition Sustainable Civil Infrastructures: Innovative Infrastructure Geotechnology 147–167. Cham Switzerland: Springer.

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