Advances in Civil Engineering / 2019 / Article / Fig 6

Research Article

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

Figure 6

The results calculated from 1D nonlinear site response analysis: (a) maximum shear strain profile, (b) G/Gmax profile, and (c) damping ratio profile.
(a)
(b)
(c)

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