For this study,the Binzhou perpetual pavement test sections constructed in Shandong Province,China,were simulated for long-term fatigue performance using the layered viscoelastic pavement analysis for critical distresses(LVECD) finite element software package.In this framework,asphalt concrete was treated in the context of linear viscoelastic continuum damage theory.A recently developed unified fatigue failure criterion that defined the boundaries of the applicable region of the theory was also incorporated.The mechanistic modeling of the fatigue mechanisms was able to accommodate the complex temperature variations and loading conditions of the field pavements in a rigorous manner.All of the material models were conveniently characterized by dynamic modulus tests and direct tension cyclic fatigue tests in the laboratory using cylindrical specimens.By comparing the obtained damage characteristic curves and failure criteria,it is found that mixtures with small aggregate particle sizes,a dense gradation,and modified asphalt binder tended to exhibit the best fatigue resistance at the material level.The 15-year finite element structural simulation results for all the test sections indicate that fatigue performance has a strong dependence on the thickness of the asphalt pavements.Based on the predicted location and severity of the fatigue damage,it is recommended that Sections 1 and 3 of the Binzhou test sections be employed for perpetual pavement design. For this study, the Binzhou perpetual pavement test sections constructed in Shandong Province, China, were simulated for long-term fatigue performance using the layered viscoelastic pavement analysis for critical distresses (LVECD) finite element software package. In this framework, asphalt concrete was treated in the context of linear viscoelastic continuum damage theory. A recent developed unified fatigue failure criterion that defined the boundaries of the applicable region of the theory was also incorporated. mechanistic modeling of the fatigue mechanisms able to accommodate the complex temperature variations and loading conditions of the field pavements in a rigorous manner. All of the material models were free characterized by dynamic modulus tests and direct tension cyclic fatigue tests in the laboratory using cylindrical specimens. Comparison of the damage characteristic curves and failure criteria, it is found that mixtures with small aggregate particle sizes, a dense gradation, and modified asphalt binder tended to exhibit the best fatigue resistance at the material level. The 15-year finite element structural simulation results for all the test sections indicate that fatigue performance has a strong dependence on the thickness of the asphalt pavements. on the predicted location and severity of the fatigue damage, it is recommended that Sections 1 and 3 of the Binzhou test sections be employed for perpetual pavement design.