Table 2. Weight of various factors of geological hazard sensitivity.
| Decision objective | Interlayer element | Alternative | Weight |
|---|---|---|---|
| Geological hazard sensitivity | Disaster | Density of geological hazards | 0.1908 |
| Euclidean distance of faults | 0.1349 | ||
| Earthquake acceleration | 0.1099 | ||
| Terrain | Slope | 0.156 | |
| Waviness | 0.0912 | ||
| Slope position | 0.0632 | ||
| Other | Engineering rock group | 0.1109 | |
| Normalized difference vegetation index | 0.0743 | ||
| Precipitation | 0.0689 |