Three-dimensional seismic slope stability assessment with the application of Scoops3D and GIS: a case study in Atsuma, Hokkaido

Geoenvironmental Disasters

Table 6 Calculation results of eight cases with or without seismic loading

Case	TP	FN	FP	TN	P	N	P + N	TPR	FPR	Accuracy	Precision	TPR/FPR
1	7,900	3,187,025	65,900	24,448,075	3,194,925	24,513,975	27,708,900	0.002	0.003	0.88	0.11	0.92
2	232,200	2,962,725	510,325	24,003,650	3,194,925	24,513,975	27,708,900	0.07	0.02	0.87	0.31	3.49
3	403,975	2,790,950	964,325	23,549,650	3,194,925	24,513,975	27,708,900	0.13	0.04	0.86	0.30	3.21
4	695,300	2,499,625	1,635,675	22,878,300	3,194,925	24,513,975	27,708,900	0.22	0.07	0.85	0.30	3.26
5	964,125	2,230,800	2,412,175	22,101,800	3,194,925	24,513,975	27,708,900	0.30	0.10	0.83	0.29	3.07
6	2,029,700	1,165,225	6,699,625	17,814,350	3,194,925	24,513,975	27,708,900	0.64	0.27	0.72	0.23	2.32
7	2,643,400	551,525	10,950,050	13,563,925	3,194,925	24,513,975	27,708,900	0.83	0.45	0.58	0.19	1.85
8	2,768,200	426,725	12,038,300	12,475,675	3,194,925	24,513,975	27,708,900	0.87	0.49	0.55	0.19	1.76