Overlay tester（OT） was applied to simulate and analyze the anti reflection cracking performance of large stone porous asphalt mixture(LSPM) after different number of freeze thaw cycles. Results indicate that freeze thaw cycle has a significant effect on anti reflection cracking performance of LSPM. OT can well reflect the anti reflection cracking performance of asphalt mixture. Load loss rate and tolerance failure times are put forward to evaluate the anti reflection cracking performance. The exponential model is suitable to characterize and predict the attenuation of tolerance failure times. At least 20 freeze thaw cycles are recommended for the test. Rubber powder modified asphalt mixtures and SBS modified asphalt mixture have good anti reflection cracking performance for LSPM, however SBS modified asphalt mixture is more affected by freeze thaw action. 301μm(60mesh) rubber powder modified asphalt mixtures is recommended for long term freeze thaw area.