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Models for  Asphalt Concrete   241


              Kim,Y.R., Allen, D.H. and Little, D.N. (2006). Computational model to predict fatigue dam-
                 age behavior of asphalt mixtures under cyclic loading. Transportation Research Record,
                 No.1970, pp.196–206.
              Kim,Y.R. and Lutif, J.S. (2008). Computational micromechanics modeling for damage-in-
                 duced behavior of asphalt mixtures considering viscoelasticity and cohesive zone
                 fracture. Geotechnical Special Publication, No.184, pp.17–25.
              Kim, H., Wagoner, M.P. and Buttlar, W.G. (2008). Simulation of fracture behavior in asphalt
                 concrete using a heterogeneous cohesive zone discrete element model. Journal of Materi-
                 als in Civil Engineering, Vol.20, No.8, pp.552–563.
              Krempl, E. (1987). Models of viscoplasticity: some comments on equilibrium (back) stress and
                 drag stress. Acta Mechanica, Vol.69, pp. 25–42.
              Krempl, E. and Khan, F., (2003). Rate (time)-dependent deformation behavior: an overview
                 of some properties of metals and solid polymers. International Journal of Plasticity, Vol.19,
                 pp.1069–1095.
              Lee, H.J. and Kim, Y.R. (1998b). A viscoelastic continuum damage model of asphalt concrete
                 with healing. Journal of Engineering Mechanics, Vol.124, No.11, pp.1224–1232.
              Lee, H.J., Daniel, J.S. and Kim, Y.R. (2000). Continuum damage mechanics-based fatigue
                 model of asphalt concrete. Journal of Materials in Civil Engineering. Vol.12, No.2,
                 pp.105–112.
              Liu, J.H. and Wang, D.Y. (2008). Numerical simulation of a crack in the cement stabilized
                 stone using cohesive zone models. Proceeding of International Conference on Experimental
                 Mechanics 2008.
              Lubliner, J. (1990). Plasticity Theory. Macmillan, New York.
              Masad, E., Dessouky, S. and Little, D. (2007). Development of an elastoviscoplastic microstruc-
                 tural-based continuum model to predict permanent deformation in hot mix asphalt. Intert-
                 national Journal of Geomechanics, Vol.7, No.2, pp. 119–130.
              Masad, E., Tashman, L., Little, D. and Zbib, H. (2005). Viscoplastic modeling of asphalt mixes
                 with the effects of anisotropy, damage and aggregate characteristics. Journal of Mechanics of
                 Materials, Vol. 37, No.12, pp.1242–1256.
              Medani, T.O. and Molenaar, A.A.A. (2000). Estimation of fatigue characteristics of asphaltic
                 mixes using simple tests. Heron, Vol.45, No. 3, pp.155–165.
              Monismith, C.L. and Deacon, J.A. (1969). Fatigue of asphalt paving mixtures. Transportation
                 Engineering Journal, Vol.95, No.2, pp.317–346.
              Needleman, A. (1987). A continuum model for void nucleation by inclusion debonding.
                 Journal of Applied Mechanics, Vol.54, pp.525–531.
              Nguyen, D.T., Nedjar, B. and Tamagny, P. (2007). Cyclic elasto-viscoplastic model for asphalt
                 concrete materials. International Journal of Road Materials and Pavement Design, Vol.8, No.2,
                 pp. 239–255.
              Oeser, M. and Moller, B. (2004). 3D constitutive model for asphalt pavements. International Jour-
                 nal of Pavement Engineering, Vol.5, pp.153–161.
              Olard, F. and Benedetto, H.D. (2003). General 2S2P1D model and relation between the linear vis-
                 coelastic behaviors of bituminous binders and mixes. International Journal of Road Materials
                 and Pavement Design, Vol.4, No.2, pp.185–224.
              Owusu-Antwi, E. B., Khazanovich, L., and Titus-Glover, L. (1998). Mechanistic-based model

                 for predicting reflective cracking in asphalt concrete-overlaid pavements. Transportation
                 Research Record, No.1629, pp 234–241.
              Park, S.W., Kim, Y.R. and Schapery, R.A. (1996). A viscoelastic continuum damage model and
                 its application to uniaxial behavior of asphalt concrete. Journal of Mechanics of Materials,
                 Vol.24, No.4, pp.241–255.
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