Effect of Flexibility Ratio on Seismic Response of Cut-and-Cover Box Tunnel

<div>Comparison of the measured and calculated tunnel responses. (a) PGA profile. (b) Acceleration response spectra at top slab (4 m), midwall (8 m), and bottom floor (12 m) of the tunnel.</div>

Advances in Civil Engineering

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Figure 8

Figure 8: Effect of Flexibility Ratio on Seismic Response of Cut-and-Cover Box Tunnel 