A large number of historical examples show that cross fault tunnels will be seriously dam- aged in earthquakes. Therefore, the failure mechanism of cross fault tunnels under fault dislocation has been widely investigated. However, in tectonic earthquakes, which account for the highest propor- tion of seismic phenomena, fault dislocation and ground motion occur simultaneously, and there are limitations in considering them separately. In this paper, a three-dimensional finite element model is used to simulate and quantify the damage to tunnel structures under three loading modes: fault disloca- tion alone, ground motion alone, and fault dislocation with ground motion combined. The influence of fault dislocation and ground motion on cross fault tunnels is analyzed by incorporating the dissipated energy index. The results show that the influence of ground motion on the tunnel cannot be ignored when fault dislocation occurs, and it is necessary to consider ground motion in the analysis. When fault dislocation and ground motion act together, the damage caused by ground motion is significantly worse than that caused by ground motion alone due to cumulative damage.
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