Table 3 Input parameters for strain-softening models.
From: Characterization of dip effect on strength for gently inclined rock pillar
Plastic shear strain | Cohesion/MPa | Friction/° |
|---|---|---|
0.00 | 6.40 | 31.8 |
0.01 | 0.80 | 28.8 |
0.02 | 0 | 26.8 |
0.50 | 0 | 26.8 |
From: Characterization of dip effect on strength for gently inclined rock pillar
Plastic shear strain | Cohesion/MPa | Friction/° |
|---|---|---|
0.00 | 6.40 | 31.8 |
0.01 | 0.80 | 28.8 |
0.02 | 0 | 26.8 |
0.50 | 0 | 26.8 |
