Research Article
Evaluation of Risk of Building Damage due to Deep Excavations via Numerical Modelling
Table 2
Soil parameters for CYSoil model.
| Property | Soil type | Backfill | Silty clay1 | Silty clay with sand and gravel1 | Silty clay2 | Silty clay with sand and gravel2 |
| (kN/m3) | 17.00 | 21.00 | 21.00 | 21.00 | 21.00 | Porosity | 0.3 | 0.3 | 0.3 | 0.3 | 0.3 | Permeability (m/s) | 2.0e − 5 | 1.2e − 8 | 7.7e − 2 | 1.2e − 8 | 7.7e − 2 | | 0.5 | 0.531 | 0.515 | 0.531 | 0.515 | (MPa) | 24.0 | 27.0 | 33.0 | 30.0 | 62.3 | (MPa) | 8.0 | 9.0 | 11.0 | 10.0 | 20.8 | | 0.2 | 0.2 | 0.2 | 0.2 | 0.2 | (MPa) | 8.0 | 9.0 | 11.0 | 10.0 | 20.8 | (MPa) | 10.0 | 11.3 | 13.8 | 12.5 | 26.0 | | 1 | 1 | 1 | 1 | 1 | (MPa) | 0 | 0 | 0 | 0 | 0 | (°) | 30 | 28 | 29 | 28 | 29 | (°) | 19.5 | 17.8 | 18.7 | 17.8 | 18.7 | (°) | 0 | 0 | 0 | 0 | 0 | | 0.67 | 0.67 | 0.67 | 0.67 | 0.67 | (MPa) | 0.1 | 0.1 | 0.1 | 0.1 | 0.1 | | 1 | 1 | 1 | 1 | 1 | | 0.9 | 0.9 | 0.9 | 0.9 | 0.9 |
|
|