Optimization of Ground-Penetrating Radar Data to Predict Layer Thicknesses in Flexible Pavements

Author:

Loulizi Amara1,Al-Qadi Imad L.2,Lahouar Samer3

Affiliation:

1. Research Scientist, Virginia Tech Transportation Institute, Virginia Polytechnic Institute and State Univ., 3500 Transportation Research Plaza, Blacksburg, VA 24061-0536.

2. Professor, Charles Edward Via Jr. Dept. of Civil Engineering; Leader, Roadway Infrastructure Group, Virginia Tech Transportation Institute, Virginia Polytechnic Institute and State Univ., 200 Patton Hall, Blacksburg, VA 24061-0105.

3. Graduate Research Assistant, Bradley Dept. of Electrical and Computer Engineering and Virginia Tech Transportation Institute, Virginia Polytechnic Institute and State Univ., 3500 Transportation Research Plaza, Blacksburg, VA 24061-0536.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference11 articles.

1. Al-Qadi I. L. (1992). “The penetration of electromagnetic waves into hot-mix asphalt.” Proc. Nondestructive Evaluation of Civil Structures and Materials Boulder Colo. 195–209.

2. Al-Qadi I. L. Lahouar S. and Loulizi A. (2001). “Assessment of I-81 using ground penetrating radar.” Rep. Prepared for the Virginia Department of Transportation Virginia Department of Transportation Richmond Va.

3. Bhutta S. (1998). “Mechanistic-empirical pavement design procedure for geosynthetically stabilized flexible pavements.” PhD thesis Virginia Polytechnic and State Univ. Blacksburg Va.

4. Davis J. L. Rossiter J. R. Mesher D. E. and Dawley C. B. (1994). “Quantitative assessment of pavement structures using radar.” Proc. 5th Int. Conf. on Ground Penetrating Radar 319–334.

5. Lau C. L. Scullion T. and Chan P. (1992). “Modeling of ground-penetrating radar wave propagation in pavement systems.” Transportation Research Record 1355 Transportation Research Board Washington D.C. 99–107.

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