Research Article

Performance Degradation of Subsea Shield Tunnel Segment Accounting for Concrete Strength Loss and Steel Bar Corrosion

Table 6

Comparison of parameters between model test and numerical simulation.

Research methodThickness of the segment (mm)Thickness of the cover (mm)Strength grade of concreteDiameter of main steel bar (mm)Steel bar spacing (mm)Type of main steel bar

Model test35050C5020190HRB335
Numerical simulation35050C5020200HRB400