Research Article
Study on Response and Influencing Factors of Shield Single/Twin Tunnel under Seismic Loading using FLAC 3D
Table 1
Parameters of tunnel and soil.
| | Tunnel parameters | Soil parameters |
| | Burial depth (m) | 50 | Density (kg/m3) | 2000 | | Diameter (m) | 10 | Shear wave speed (m/s) | 300 | | Thickness (m) | 0.5 | Friction angle (°) | 23 | | Density (kg/m3) | 2500 | Bonding force (MPa) | 0.03 | | Modulus of elasticity (MPa) | 24.8 | Poisson’s ratio | 0.3 | | Poisson’s ratio | 0.2 | Damping ratio (%) | 5 |
|
|
