Three-Dimensional Nonlinear Seismic Response of Shield Tunnel Spatial End Structure

<div>The <i>G</i>/<i>G</i><sub>max</sub>∼<i>γ</i> and <i>λ</i>∼<i>γ</i> curves of typical soils for the submarine tunnel site.</div>

Advances in Civil Engineering

Figure 6: Three-Dimensional Nonlinear Seismic Response of Shield Tunnel Spatial End Structure 