Research Article

Numerical Study on the Disturbance Effect of Short-Distance Parallel Shield Tunnelling Undercrossing Existing Tunnels

Table 4

Strength-weakening scheme of soil layer.

Stratum nameThickness (m)Soil mass (kN m3)Cohesion (kPa)Internal friction angle (°)Deformation modulus (MPa)Poisson’s ratioPermeability coefficient (cm/s)Porosity

Miscellaneous fill①516.98950.358.0 × 10−40.64
Miscellaneous fill①516.98950.358.0 × 10−40.64
Miscellaneous fill①516.98950.358.0 × 10−40.64
Alluvium clay④1019.751.5133000.221.5 × 10−70.43