Simplified Closed-Form Procedure for Network-Level Determination of Pavement Layer Moduli from Falling Weight Deflectometer Data

Author:

Abd El-Raof Hossam S.1,Abd El-Hakim Ragaa T.2,El-Badawy Sherif M.3,Afify Hafez A.4

Affiliation:

1. Teaching Assistant, Dept. of Public Works Engineering, Faculty of Engineering, Tanta Univ., Tanta 31527, Egypt.

2. Assistant Professor, Dept. of Public Works Engineering, Faculty of Engineering, Tanta Univ., Tanta 31527, Egypt (corresponding author).

3. Associate Professor, Dept. of Public Works Engineering, Faculty of Engineering, Mansoura Univ., Mansoura 35516, Egypt.

4. Professor, Dept. of Public Works Engineering, Faculty of Engineering, Tanta Univ., Tanta 31527, Egypt.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference18 articles.

1. Abd El-Raof H. S. R. T. Abd El-Hakim S. M. El-Badawy and H. A. Afify. 2018. “Structural number prediction for flexible pavements based on falling weight deflectometer data.” In Proc. 97nd Annual Meeting. Washington DC: Transportation Research Board.

2. Comparison of Static and Dynamic Backcalculation of Flexible Pavement Layers Moduli, Using Four Software Programs

3. LTPP InfoPave. 2016. “Research quality pavement performance information.” Accessed April 2016. http://www.infopave.com/.

4. Development of the pavement structural health index based on falling weight deflectometer testing;Elbagalati O.;Int. J. Pavement Eng.,2016

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