Evaluation of accelerated deterioration in NAPTF flexible test pavements

Author:

Gopalakrishnan Kasthurirangan

Publisher

Zhejiang University Press

Subject

General Engineering

Reference28 articles.

1. Ahlvin, R.G., 1991. Origin of Developments for Structural Design of Pavements. Technical Report GL-91-26, Waterways Experiment Station. US Army Corps of Engineers, Vicksburg, Mississippi, USA.

2. Bush, A.J.III, Baladi, G.Y., 1989. Nondestructive Testing of Pavements and Backcalculation of Moduli. ASTM Special Technical Publication (STP) 1276.

3. Ceylan, H., 2002. Analysis and Design of Concrete Pavement Systems Using Artificial Neural Networks. Ph.D. Thesis, University of Illinois at Urbana-Champaign.

4. Ceylan, H., Guclu, A., Tutumluer, E., Thompson, M.R., 2005. Backcalculation of full-depth asphalt pavement layer moduli considering nonlinear stress-dependent subgrade behavior. International Journal of Pavement Engineering, 6(3):171–182. [doi:10.1080/10298430500150981]

5. Garg, N., Marsey, W.H., 2002. Comparison Between Falling Weight Deflectometer and Static Deflection Measurements on Flexible Pavement at the National Airport Pavement Facility (NAPTF). Proceedings of the 2002 FAA Airport Technology Conference, Chicago, IL.

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