To further study the characteristics of aerodynamic pressure acting on the tunnel wall, the entire process of a high-speed train passing through the double-track tunnel was simulated based on the RNG k-ε two-equation turbulence model and the sliding mesh technique. Then, the accuracy of numerical method was verified by comparing the results between numerical simulation and field measurement. Finally, the influences of the train-to-tunnel area ratio on the characteristics of aerodynamic pressure acting on the tunnel wall were analyzed in detail. The results show that: the maximum gradient and positive peak values of the initial pressure wave both increase exponentially with the increase of train-to-tunnel area ratio, and the correlation coefficient R² is greater than 0.998; at two stages of before or after the train tail leaving the tunnel exit, the relationship between the typical peak values of aerodynamic pressure (positive peak, negative peak, and peak-to-peak) acting on the tunnel wall and the train-to-tunnel area ratio is the exponential function with the ε as the base, and the correlation coefficient R² is greater than 0.9995. After the train tail leaving the tunnel exit, the difference between the positive and negative peak values of the aerodynamic pressure acting on the tunnel wall at different train-to-tunnel area ratio decreases with time. Taking the measurement point there 500 m away from the tunnel entrance as an example, when the train-to-tunnel area ratio increases from 0.0801 to 0.1122 (1.4 times), the increments of the maximum gradient and positive peak values of the initial pressure wave are 2.92 and 0.30 kPa, respectively; the increments of the positive and negative peak values of the aerodynamic pressure before train tail leaving the tunnel exit are 0.35 and 0.60 kPa, respectively; the increments of the positive and negative peak values of the aerodynamic pressure after train tail leaving the tunnel exit are 0.53 and 0.46 kPa, respectively.

Transient pressure is one of the important factors affecting the structural safety of the lining of a high-speed railway tunnel. To further understand the characteristics of transient pressure and pressure gradient of a high-speed railway tunnel wall, a numerical simulation model for a high-speed train composed of eight cars with a scale of 1:1 was established to investigate the aerodynamic characteristics induced by a high-speed train travelling through a double-track tunnel, based on the RNG k-ε two-equation turbulence model and the sliding mesh technique. The accuracy of the numerical method was verified by comparing the numerical simulation results with the field measurement. The influences of train speed, blockage ratio of train-tunnel, the number of trains, and two trains intersecting with the same speed on the transient pressure and pressure gradient on tunnel longitudinal middle section were further studied based on the analysis of the temporal-spatial traits of transient pressure on the tunnel wall. The results show that, the time-history curves of transient pressure in the tunnel cross-section are nearly overlapped, the pressure distribution in the cross-section is uniform, and the difference is low. Three typical pressure peak values (maximum positive peak value, negative peak value, and peak-to-peak value) show a linear relationship with the square of train speed or the square of blockage ratio, the positive peak value of the initial pressure gradient has a linear relationship with the third power of the train speed, the positive and negative peak values of pressure gradient have a linear relationship with the power of the blockage ratio (2.51～3.14). The relationship between the three typical pressure peaks and the number of trains satisfied an exponential function, the maximum positive peak value of pressure gradient of 8 trains is 1.25 times that of other cases (4～7 trains). The maximum positive and negative pressure peak values of the two trains intersecting with the same speed are 2.22 times and 1.15 times that of the single train passing by, respectively, and the maximum positive and negative peak values of pressure gradient of the two trains intersecting with the same speed are 1.87 times and 2.03 times that of the single train passing by, respectively. The relevant research results have important reference values for the safe operation of a high-speed train in tunnel.