Table 4 Models prepared for the extended sensitivity analysis
From: Integrated method for fragility assessment of railway embankments under rainfall-induced landslides
Model number | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
Altitude (m) | 5 | 5 | 5 | 10 | 10 | 10 | 10 | 10 | 10 | 10 | 20 | 20 |
Slope angle (°) | 25 | 30 | 30 | 20 | 25 | 25 | 30 | 30 | 45 | 45 | 25 | 30 |
Cohesion (kPa) | 3 | 3 | 5 | 3 | 3 | 5 | 3 | 5 | 3 | 5 | 3 | 3 |