Geoenvironmental Disasters

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
No. test	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

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