Study on Response and Influencing Factors of Shield Single/Twin Tunnel under Seismic Loading using FLAC 3D

<div>(a) Maximum dynamic bending moment of lining at different positions under different embedded depths. (b) Maximum dynamic axial force of lining at different positions under different embedded depths.</div>

Shock and Vibration

fig5

Figure 5

Figure 5: Study on Response and Influencing Factors of Shield Single/Twin Tunnel under Seismic Loading using FLAC 3D 