Effects of Water Inrush from Tunnel Excavation Face on the Deformation and Mechanical Performance of Shield Tunnel Segment Joints

<div>The effect of water head difference on the maximum tensile stress of segment. Water head difference of (a) 18 m and (b) 0 m.</div>

Advances in Civil Engineering

Figure 13: Effects of Water Inrush from Tunnel Excavation Face on the Deformation and Mechanical Performance of Shield Tunnel Segment Joints 