3Zhao Y Q, Liu H, Liu W Q. Characterization of linear viscoelastic properties of asphalt concrete subjected to confining pressure[J]. Mechanics of Time Dependent Materials, 2013,17 (3) : 449-463. 被引量：1
4Zhao Y Q, Tang J M, Liu H. Construction of triaxial dynamic modulus master curve for asphalt mixtures[J]. Construction and Building Materials, 2012, 37 (4) :21-26. 被引量：1
5AASHTO TP 62-03- 2002, Standard method of test for determining dynamic modulus of hot-mix asphalt concrete mixture[S]. 被引量：1
6Pellinen T K,Witczak M W. Stress dependent master curve construction for dynamic (complex) modulus[J].Journal of the Association of Asphalt Paving Technologists, 2002,71 (3) : 281-309. 被引量：1
7Ferry J D. Viscoelastics properties of polymer[M]. Hoboken:John Wiley and Sons Ine, 1970. 被引量：1
8WITCZAK M W, KALOUSH K, PELLINEN T, et al. Na tional cooperative highway research program report 465:Sim ple performance test for superpave mix design[R]. Washing ton, D. C. : Transportation Research Board, 2002. 被引量：1
9UNDERWOOD S B, KIM R Y. Viscoelastoplastic continuumdamage model for asphalt concrete in tension[J]. Journal of Engineering Mechanics,2011,137(11) :732-739. 被引量：1
10LI Q, NI F, LI G, et al. Evaluation of the dynamic modulus for asphalt mixtures with varying volumetric properties[-J]. Inter- national Journal of Pavement Research and Technology,2013, 6(3) :197-204. 被引量：1
