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88 Cha pte r T h ree

Lytton, R. L., Uzan, J., Fernando, E. M., Roque, R., Hiltunen, D., and Stoffels, S. M. (1993),
“Development and Validation of Performance Prediction Models and Specifications
for Asphalt Binders and Paving Mixes,” SHRP A-357 Report, National Research
Council, Washington, D.C.
Lytton, R. L. (2000), “Characterizing Asphalt Pavements for Performance,” Transportation
Research Record No. 1723, Transportation Research Board, National Research
Council, Washington, D.C., pp. 5–16.
Schapery, R. A. (1962), “Approximate Methods of Transform Inversion for Viscoelastic
Stress Analysis,” Proceedings, 4th U.S. National Congress of Applied Mechanics, p. 1075.
Schapery, R. A. (1965), “A Method of Viscoelastic Stress Analysis Using Elastic Solutions,”
Journal of the Franklin Institute, Vol. 279, No. 4, pp. 268–289.
Schapery, R. A. (1984), “Correspondence Principles and a Generalized J-Integral for Large
Deformation and Fracture Analysis of Viscoelastic Media,” International Journal of
Fracture, Vol. 25, pp. 195–223.
Tseng, K.-H., and Lytton, R. L. (1989), “Prediction of Permanent Deformation in Flexible
Pavement Materials,” in Implications of Aggregates in the Design, Construction, and
Performance of Flexible Pavements, STP 106, ASTM, Philadelphia, Pa., pp. 154–172.
Tutumluer, E., and Seyhan, U. (2002),“Characterization of Cross-Anisotropic Aggregate
Base Behavior from Stress Path Tests,” Proceedings, 15th ASCE Engineering Mechanics
Division Conference, Columbia University, New York.
Van der Poel, C. (1954), “A General System Describing the Visco-Elastic Properties of
Bitumens and Its Relation to Routine Test Data,” Shell Bitumen Reprint No. 9, Shell
Laboratorium-Koninklijke, Amsterdam, Netherlands.