1Pronk, A. C. , and P.C. Hopman. "Energy Dissipation:The Leading Factor of Fatigue," Proceedings of the Strategic Highway Research Program: Sharing the Benefits,Strategic Highway Research Program, London (1990).
2Carpenter, S.H. , and M. Jansen. "Fatigue Behavior under New Aircraft Loading Conditions," Aircraft/Pavement Technology, Proceedings of Airfield Pavement Conference,Seattle, WA; American Society of Civil Engineers, NewYork 1997.
3Majidzadeh, K., E.M. Kaufmann, and C. L. Saraf."Analysis of Fatigue of Paving Mixtures from the Fracture Mechanics Viewpoint," in Fatigue of Compacted Bituminous Aggregate Mixtures, American Society for Testing and Materials, 1972.
4Dijk, W. "Practical Fatigue Characterization of Bituminous Mixes," Journal of the Association of Asphalt Paving Technologists, Vol. 44,1975.
5Dijk, W. , and W. Visser. "The Energy Approach to Fatigue for Pavement Design," Journal of the Association of Asphalt Paving Technologists, Vol. 46,1975.
6Kim, Y.R. , H.J. Lee, and D. N. Little. "Fatigue Characterization of Asphalt Concrete Using Viscoelasticity and Continuum Damage Theory," Journal of the Association of Asphalt Paving Technologists, Vol. 66,1997.
7Ghuzlan, K. A. , and S. H. Carpenter. "Energy - Derived, Damage-Based Failure Criterion for Fatigue Testing," Transportation Research Record 1723, Transportation Research Board, National Research Council, Washington, D.C. 2000.
8Monismith C. L. , and A.A. Tayebali. "Permanent Deformation (Rutting) Considerations in Asphalt Pavement Sections," Journal of the Association of Asphalt Paving Technologists, Vol. 57,1988.
9Zhai, H. Guidelines for Developing a Protocol to Account to for Damage Behavior of Binders Under Cyclic Loading Conditions, University of Wisconsin - Madison, Asphalt Research Group, 1999.
