1Witezak M W. Effective Temperature Analysis for Permanent Deformation of Asphalt Mixtures[M]. A- 001 MIDAS Study, 1992.
2Sotil A. Use of the Dynamic Modulus E Test as Per- manent Deformation Performance Criteria for Asphalt Pavement Systems[D]. Tempe A. Z. : Arizona State University, 2004.
3EL-Basyouny M M. Calibration and Validation of As- phalt Concrete Pavement Distress Models for 2002 De- sign Guide[D]. Tempe A. Z. : Arizona State Universi- ty, 2005.
4Guide for Mechanistic-Empirical Design of New Re- habilitated Pavement Structures [ M/OL ] . http;// www. trb. org/mepdg. Accessed May 5,2010.
5AASHTO 2000. AASHTO Designation TP7- 00, Standard test for determining the permanent shear strain and stiffness of asphalt mixtures using theSpuer- pave Shear Tester(SST) [S].
2Gibson N H. A Viscoelastoplastic Continuum Damage Model for the Completive Behavior of Asphalt Concrete [ D ]. College Park : Uni- versity of Maryland ,2006.
3Masad E, Dessouky S, Lrittle D. Development of an elastoviscoplas- tic microstructural-based Continuum Model to Predict Permanent Deformation in Hot Mix Asphalt [ J ]. International Journal of Geo- mechanics, 2007 ( 2 ) : 119 - 130.
4Saadeh S, Masad E, Littl D. Characterization of asphalt mix response under repeated loading using anisotropic nonlinear viscoelastic-vis- coplastic model [ J ]. Journal of Materials in Civil Engineering, 2007,19(10) :912-924.
5Jorge B S, Joseph C, Carl L M. Summary Report on Pavement De- formation in Asphalt concrete [ R ]. Washington, D. C. : SHRP-A- g 15, Strategic Highway Research Program, National Research Coun- cil, 1994.
