Abstract: In order to analyze the mechanical response of the buried FRPM pipe under different dynamic loads, we selected a 22 t vibration roller and 39.4 t and 60.4 t heavy engineering trucks to test the vibration velocity time curves of shallow buried FRPM pipe during construction, and applied the FFT method to determine vibration frequency and amplitude of the FRPM pipe. The results show that when 22 t vibration roller is strong earthquake, the maximum vibration velocity and amplitude are greater than the vibration response value of the heavy engineering trucks, which agrees with the actual roller with the large pressure. But the three dynamic loads have low influence on culvert mechanics response of buried pipe. The result explains the high stiffness of the pipe, and provides theoretical basis for the construction and application of the FRPM pipe.