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

<div>Evidence of the influence of <i>F</i> on tunnel response from the centrifuge test. (a) PGA profiles at free-field and tunnel wall. (b) RRS of the tunnel and free-field responses (A07 = tunnel roof; A06 = tunnel spring line, A05 = tunnel floor; A26, A25, A24 = free-field responses at corresponding depths).</div>

Advances in Civil Engineering

fig10

Figure 10

Figure 10: Effect of Flexibility Ratio on Seismic Response of Cut-and-Cover Box Tunnel 