Skip to main content

Table 2 Logistic regression coefficient of landslide causal factors using equal proportion of landslide and non-landslide pixels

From: Performance of frequency ratio and logistic regression model in creating GIS based landslides susceptibility map at Lompobattang Mountain, Indonesia

No. test Variables in the equation
Aspect Curvature Fault Lithology Landuse River Road Slope Constant
1 0.485 1.200 0.544 1.528 0.051 0.200 0.311 0.428 −5.867
2 0.560 1.200 0.506 1.778 0.214 0.212 0.265 0.414 −6.300
3 0.554 0.871 0.501 2.021 0.100 0.198 0.259 0.474 −6.152
4 0.605 1.231 0.484 1.814 0.130 0.236 0.288 0.382 −6.312
5 0.572 0.798 0.492 1.692 0.110 0.189 0.293 0.451 −5.737
6 0.578 1.303 0.508 1.965 0.139 0.181 0.289 0.385 −6.506
7 0.573 1.008 0.518 1.922 0.111 0.174 0.305 0.447 −6.243
8 0.482 1.112 0.517 1.709 0.058 0.212 0.302 0.439 −5.973
9 0.547 1.091 0.520 1.666 0.046 0.151 0.300 0.417 −5.875
10 0.618 1.033 0.495 1.748 0.132 0.150 0.296 0.380 −6.012
11 0.761 0.558 0.441 2.147 0.443 0.481 0.245 0.281 −10.664
12 0.763 0.562 0.438 2.143 0.468 0.485 0.245 0.279 −11.389