Page 80 - MODELING OF ASPHALT CONCRETE

58 Cha pte r T w o

Dijk, W., and W. Visser, “The Energy Approach to Fatigue for Pavement Design,” Journal
of the Association of Asphalt Paving Technologists, Vol. 46, 1977, pp. 1–37.
Dobson, G. R., “The Dynamic Mechanical Properties of Bitumen,” Proceedings of the
Association of Asphalt Paving Technologists, Vol. 38, 1969, p. 123.
Dongre, R., “Development of Direct Tension Test Method to Characterize Failure proper-
ties of Asphalt Cements,” Ph.D. Thesis, the Pennsylvania State University, 1994.
Dongre, R., M. G. Sharma, and A. A. Anderson, “Chracterization of Failure Properties
of Asphalt Binders,” Physical Properties of Asphalt Cement Binders, ASTM STP 1241,
1995, pp. 117–136.
Evans, C. G., and R. L. Griffin, “Modified Sample Plates for Tests of High Consistency
Materials with the Microviscometer,” Proceedings of the Association of Asphalt Paving
Technologists, Vol. 32, 1963, pp. 64–81.
Fair, W. F., Jr., and Volkmann, W., Ind. Eng. Chem., Anal. Ed., Vol. 15, 1943, pp. 240–242.
Ferry, J. D., Viscoelastic Properties of Polymers, chapter 11, New York: John Wiley and Sons,
1980.
Gallaway, B. M., “Durability of Asphalt Cements Used in Surface Treatments,” Proceedings
of the Association of Asphalt Paving Technologists, Vol. 26, 1957, p. 151.
Gallaway, B. M., “Factors Relating Chemical Composition and Rheological Properties
of Paving Asphalts with Durability,” Proceedings, The Association of Asphalt Pavino
Technologists, Vol. 28, 1959, pp. 280–293.
Ghuzlan, K. A., and S. H. Carpenter, “An Energy-Derived/Damage-Based Failure
Criteria for Fatigue Testing,” Preprints of the 79th TRB Annual Report, 2000.
Griffin, R. L., T. K. Miles, and C. J. Penther, “Microfilm Durability Test for Asphalt,”
Proceedings of the Association of Asphalt Paving Technologists, Vol. 24, 1955,
pp. 31–62.
Halstead, W. J., and J. A. Zenewitz, “Changes in Asphalt Viscosities During the Thin Film
Oven and Microfilm Durability Tests,” American Society for Testing and Materials,
ASTM Special Technical Publication, No. 309, 1961, p. 133.
Heithaus, J. J., and R. W. Johnson, “A Microviscometer Study of Road Asphalt Hardening
in Field and Laboratory, “ Proceedings of the Association of Asphalt Paving Technologists,
Vol. 27, 1958, pp. 17–34.
Heukelom, W., ”An Improved Method of Characterizing Asphaltic Bitumens with the
Aid of their Mechanical Responses,” Proceedings of the Association of Asphalt Paving
Technologists, Vol. 42, 1973, pp. 67–98.
Isacsson, U., and X. Lu, “Testing and Appraisal of Polymer Modified Road Bitumens-
State of the Art,” Material and Structures, Vol. 28, 1995, pp. 139–159.
Jimenez, R. A., and B. M. Gallaway, “Laboratory Measurements of Service Connected
Changes in Asphaltic Cement,” Proceedingsof the Association of Asphalt Paving
Technologists, Vol. 30, 1961, p. 328.
Jongepier, R., and B. Kuilman,”Characterization of the Rheology of Bitumens,” Proceedings
of the Association of Asphalt Paving Technologists, Vol. 38, 1969, pp. 98–122.
Kandhal, P. S., L. D. Sandvig, and M. E. Wenger, “Shear Susceptibility of Asphalts
in Relation to Pavement Performance,” Proceedings, Association of Asphalt Paving
Technologists, Vol. 42, 1973, pp. 99–111.
Kandhal, P. S., and M. E. Wenger, “Asphalt Properties in Relation to Pavement
Performance,” Transportation Research Record_544, 1975, pp. 1–13.
Kemp, G. R., and N. H. Predoehl, “A Comparison of Field and Laboratory Environments
on Asphalt Durability,” Proceedings of the Association of Asphalt Paving Technologists,
Vol. 50, 1981, pp. 492–533.