Advances in Civil Engineering / 2019 / Article / Fig 9

Research Article

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

Figure 9

Comparison of measured and calculated dynamic bending moments at maximum thrust. (a) North-side tunnel wall. (b) South-side tunnel wall. (c) Roof slab. (d) Floor slab.
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(b)
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(d)

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