Table 2 EFO-MLP’s internal parameters (for Eq. 6).

From: Fast hybrid methods for modeling landslide susceptibility in Ardal County

i

1

2

3

4

5

W1,i

9.624480

 − 2.430336

 − 2.912813

0.754190

0.713455

W2,i

 − 1.222415

1.755621

0.908715

 − 2.338748

 − 0.639343

W3,i

0.603414

2.394439

0.223872

3.055910

 − 1.011313

W4,i

3.606757

4.021633

1.016440

 − 0.767411

 − 1.009544

W5,i

0.239853

0.904416

2.040009

3.227112

 − 2.390894

W6,i

 − 1.272790

2.719250

0.196339

2.587112

0.776340

W7,i

 − 3.175586

1.142060

1.714491

0.658868

2.157040

W8,i

0.071876

 − 0.176647

 − 0.616245

 − 1.818853

1.655055

W9,i

 − 0.081560

 − 1.017455

1.076561

0.522834

 − 0.221117

W10,i

 − 0.041508

2.360388

 − 0.066176

 − 0.020062

 − 1.995437

W11,i

 − 0.296002

 − 1.870286

 − 0.175865

 − 1.211587

3.490253

W12,i

0.673016

1.544421

0.599220

 − 1.300808

1.286953

W13,i

 − 0.029455

0.812452

 − 0.770832

 − 0.918721

1.138201

W14,i

1.751352

1.651923

 − 1.835972

4.982407

1.009059

bi

 − 6.141255

0.643019

 − 0.872081

1.240851

 − 1.379554

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