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 |