Research Article
Interactions of Foundation Pit on the Underlying Adjacent Existing Underground Structures
Table 1
Calculation parameters of site soil mass.
| | Cohesion (kPa) | Friction angle (o) | Unit weight (kN/m3) | Deformation modulus (MPa) | Poisson’s ratio | Bulk modulus (MPa) | Shear modulus (MPa) |
| | 30 | 25 | 18 | 14.0 | 0.3 | 11.67 | 5.385 |
|
|
