Table 6 Slope angle, height, and factor of safety analysis
Slope ht (m) | H | V/H (tan (α)) | FoS |
|---|---|---|---|
12 | 20 | 0.6000 | 1.1510 |
12 | 25 | 0.4800 | 1.3855 |
12 | 30 | 0.4000 | 1.6028 |
12 | 35 | 0.3429 | 1.8047 |
9 | 15 | 0.6000 | 1.2546 |
9 | 18.75 | 0.4800 | 1.5019 |
9 | 22.5 | 0.4000 | 1.7233 |
9 | 26.25 | 0.3429 | 1.9299 |
6 | 10 | 0.6000 | 1.4433 |
6 | 12.5 | 0.4800 | 1.7130 |
6 | 15 | 0.4000 | 1.9315 |
6 | 17.5 | 0.3429 | 2.1485 |
3 | 5 | 0.6000 | 1.9494 |
3 | 6.25 | 0.4800 | 2.2387 |
3 | 7.5 | 0.4000 | 2.4882 |
3 | 8.75 | 0.3429 | 2.7344 |