1Andrei,D.,Witczak,M.W.,and Mirza,W.,Development of a Revised Predictive Model for the Dynamic(Complex)Modulus of Asphalt Mixtures,NCHP,P1-37A Inter Team Technical Report,University of Maryland,March 1999.
2Christensen,D.W.,Pellinen,T.K.,Bonaquist.R.F.,2003,.Hirsch Model for Estimating the Modulus of Asphalt Concrete,.Preprint,Association of Asphalt Paving Technologists Annual Meeting and Technical Sessiom,January 2003.
2Buttlar W G, Roque R. Micromechanical modeling to predict the stiffness of asphalt concrete [A]. San Juan, Puerto Rico, Godoy L A, Rysz M, Suarez L E. Fifth Pan American Congress on Applied Mechanics, Applied Mechanics in the Americas[C]. 1997.
3Buttlar W G, Roque R. Evaluation of empirical and theoretical models to determine asphalt mixture stiffnesses at low temperatures[J]. Journal of the Association of Asphalt Paving Technologists, 1996, (2) : 99- 141.
4Hashin Z. Viscoelastic behaviour of heterogeneous media[J]. Journal of Applied Mechanics, Trans ASME, 1965,(9): 630-636.
5Christensen R M, Lo K H. Solutions for effective shear properties in three phase sphere and cylinder models[J].J Mech Phys Solids, 1979,27: 315-330.
6Buttlar W G, Bozkurt D, A1-Khateeb G, Waldhoff A S. Understanding asphalt mastic behavior through micromechanics[J]. Journal of the Transportation Research Board, 1999,1681:157- 169.
7Shashidhar N, Needham S P, Chollar B H, Romero P. Prediction of the performance of mineral fillers in stone matrix asphalt[J]. Journal of the Association of Asphalt Paving Technologists, 1996, (2):222-251.
8Cundall P A, Strack O D L. A discrete numerical model for granular semblies[J]. Géotechnique, 1979, 47-65.
9Cundall P A, Hart R D. Numerical modeling of discontinue[J]. Engineering Computations, 1992,9 (2) :101-113.
10Cundall P A. Distinct element models of rock and soil structure[A]. Analytical and Computational Methods in Engineering Rock Mechanics[C]. London: George Allen and Unwin, 1987.
