Table 1 Empirical parameter values of the soft soil site model
From: The study of soft soil seismic subsidence based on the 3D OpenSees model
Parameter | Value |
|---|---|
Density (kg/m3) | 1300 |
Shear modulus (kPa) | 1.3 × 104 |
Bulk modulus (kPa) | 6.5 × 104 |
Cohesion (kPa) | 18 |
Peak shear strain | 0.1 |
Friction angle (°) | 0 |
Confining pressure (kPa) | 100 |