Feasibility of Using 4th Power Law in Design of Plastic Deformation Resistant Low Volume Roads

Author:

Uz Volkan Emre,Saltan Mehmet,Gökalp İslam

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference39 articles.

1. AASHO (American Association of State Highway Officials), 1961-2, The AASHO Road Test, Special Report 61, National Academy of Sciences – National Research Council, Washington DC, USA.

2. A. Abdulshafi, 1988. Rutting-review of existing models and some application to Saudi Arabia. In Proceedings of 3rd IRF middle east regional meeting Vol. 6, 244-256.

3. Alabaster, D., 2004. The Equivalent Standard Axle Approach and Flexible Thin Surfaced Pavements. 2nd International Conference on Accelerated Pavement Testing, p.23, Minneapolis, Minnesota.

4. Rut accumulation and power law models for low-volume pavements under mixed traffic;Dawson;Transportation Research Record: Journal of the Transportation Research Board,2008

5. A. T. Papagiannakis and E. A. Massad Pavement Design and Materials. Hoboken: John Wiley & Sons, 2008.

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