Table 2 Rock masses mechanical parameters of the slope.
From: Failure mechanism of TRSS mode in landslides induced by earthquake
Rock type | Density (Kg/m3) | Bulk modulus (GPa) | Shear modulus (GPa) | Friction angle (°) | Cohesion (MPa) |
|---|---|---|---|---|---|
Strongly weathered | 2650 | 5.56 | 4.17 | 32 | 0.3 |
Slightly weathered | 2750 | 6.67 | 5.0 | 35 | 0.4 |
