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

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

CaseTPFNFPTNPNP + NTPRFPRAccuracyPrecisionTPR/FPR
17,9003,187,02565,90024,448,0753,194,92524,513,97527,708,9000.0020.0030.880.110.92
2232,2002,962,725510,32524,003,6503,194,92524,513,97527,708,9000.070.020.870.313.49
3403,9752,790,950964,32523,549,6503,194,92524,513,97527,708,9000.130.040.860.303.21
4695,3002,499,6251,635,67522,878,3003,194,92524,513,97527,708,9000.220.070.850.303.26
5964,1252,230,8002,412,17522,101,8003,194,92524,513,97527,708,9000.300.100.830.293.07
62,029,7001,165,2256,699,62517,814,3503,194,92524,513,97527,708,9000.640.270.720.232.32
72,643,400551,52510,950,05013,563,9253,194,92524,513,97527,708,9000.830.450.580.191.85
82,768,200426,72512,038,30012,475,6753,194,92524,513,97527,708,9000.870.490.550.191.76