Table 3 Information amount of each partition of evaluation factor.
From: Evaluation of geological hazard susceptibility based on the multi-kernel density information method
Factor | Partition interval | Amount of information |
|---|---|---|
Elevation | 0–1600 | 0.3102 |
1600–2300 | 2.3956 | |
2300–2900 | 0.5967 | |
2900–3500 | −2.4469 | |
3500–6900 | 0 | |
Profile curvature | 0–5 | 0.2742 |
5–10 | −0.1723 | |
10–15 | −0.2335 | |
15–20 | 0.0451 | |
20–30 | −0.94 | |
30–58 | 0 | |
Landform | Middle Mountain landform | 0.7517 |
Low mountain landform | 1.7254 | |
The others | 0 | |
Seismic response spectrum characteristics | 0.4 | 0.4844 |
0.45 | 0.4842 | |
Peak Ground Acceleration | 0.15 | 0.0297 |
0.20 | 1.0226 | |
Aspect | 0–90 | 0.5252 |
90–180 | −0.5728 | |
180–270 | −0.3118 | |
270–360 | 0.032 | |
Slope | 0–10 | 1.3547 |
10–20 | 0.6354 | |
20–30 | −0.123 | |
30–40 | −0.8226 | |
40–50 | −0.4084 | |
50–90 | −0.6364 | |
Lithology | Hard blocky granite and diorite lithology | 0.563 |
Soft-hard interbedded slate to sandstone lithology | 0.0301 | |
Iceberg | 0.3581 | |
Hard blocky shallow igneous and volcanic rock lithology | 1.2453 | |
The others | 0 | |
Plane curvature | 0–10 | −0.0391 |
10–20 | −0.0279 | |
20–30 | −0.3062 | |
30–40 | −0.5248 | |
40–50 | 0.1163 | |
50–60 | 0.4755 | |
60–90 | 0.5718 | |
Linear density of water | 0–0.08 | −3.7177 |
0.08–0.24 | −2.4331 | |
0.24–0.42 | 0.6696 | |
0.42–0.62 | 1.6218 | |
0.62–1.4 | 0.7205 | |
Linear density of road | 0–0.28 | −2.8886 |
0.28–0.87 | 1.8923 | |
0.87–1.64 | 2.4519 | |
1.64–2.85 | 2.1497 | |
2.85–7.3 | 2.8018 |