Advances in Civil Engineering / 2019 / Article / Fig 15

Research Article

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

Figure 15

Comparison of free-field acceleration at tunnel middepth, shear strain, and dynamic increment of thrust in stiff soil-tunnel configuration for (a) Loma Prieta, (b) Nahanni, and (c) Chi-Chi motions.
(a)
(b)
(c)

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