Table 2 FoS variation with effective cohesion under diverse combinations of friction angle, unit weight, surcharge load, and water level (Full dataset: Annex-1).

From: Development of machine learning surrogate models for slope stability prediction using AI techniques: a case study of the Meizhou landslide

Cohesion (kPa)

Friction Angle (φ)

Unit Weight (kN/m³)

Surcharge Load (kN/m2)

Water Level (m)

FoS

3.50, 4.50, 5.50, 6.50, 7.50, 8.50, 9.50, 10.50, 11.50, 12.50, 13.50, 14.50, 15.50, 16.50, 17.50, 18.50, 19.50, 20.50, 21.50, 22.50, 23.50, 24.50, 25.50, 26.50, 27.50, 28.50, 29.50, 30.50, 31.50, 32.50, 33.50, 34.50, 35.50, 36.50, 37.50, 38.50, 39.50, 40.50, 41.50, 42.50, 43.50, 44.50, 45.50, 46.50, 47.50, 48.50, 49.50, 50.50, 51.50, 52.50

33.50, 34.50, 35.50, 36.50, 37.50, 38.50, 39.50, 40.50, 41.50, 42.50, 43.50, 44.50, 45.50, 46.50, 47.50, 48.50, 49.50, 50.50, 51.50, 52.50, 53.50, 54.50, 55.50, 56.50, 57.50, 58.50, 59.50, 60.50, 61.50, 62.50, 63.50, 64.50, 65.50, 66.50, 67.50, 68.50, 69.50, 70.50, 71.50, 72.50, 73.50, 74.50, 75.50, 76.50, 77.50, 78.50, 79.50, 80.50, 81.50, 82.50

12.50, 13.50, 14.50, 15.50, 16.50, 17.50, 18.50, 19.50, 20.50, 21.50, 22.50, 23.50, 24.50, 25.50, 26.50, 27.50, 28.50, 29.50, 30.50, 31.50, 32.50, 33.50, 34.50, 35.50, 36.50, 37.50, 38.50, 39.50, 40.50, 41.50,

42.50, 43.50, 44.50, 45.50, 46.50, 47.50, 48.50, 49.50, 50.50, 51.50, 52.50, 53.50, 54.50, 55.50, 56.50, 57.50, 58.50, 59.50, 60.50, 61.50

10.00, 11.00, 12.00, 13.00, 14.00, 15.00, 16.00, 17.00, 18.00, 19.00, 20.00, 21.00, 22.00, 23.00, 24.00, 25.00, 26.00, 27.00, 28.00, 29.00, 30.00, 31.00, 32.00, 33.00, 34.00, 35.00, 36.00, 37.00, 38.00, 39.00,

40.00, 41.00, 42.00, 43.00, 44.00, 45.00, 46.00, 47.00, 48.00, 49.00, 50.00, 51.00, 52.00, 53.00, 54.00, 55.00, 56.00, 57.00, 58.00, 59.00

13.00, 13.25, 13.50, 13.75, 14.00, 14.25, 14.50, 14.75, 15.00, 15.25, 15.50, 15.75, 16.00, 16.25, 16.50, 16.75, 17.00, 17.25, 17.50, 17.75, 18.00, 18.25, 18.50, 18.75, 19.00, 19.25, 19.50, 19.75, 20.00, 20.25, 20.50, 20.75, 21.00, 21.25, 21.50, 21.75, 22.00, 22.25, 22.50, 22.75, 23.00, 23.25, 23.50, 23.75, 24.00, 24.25, 24.50, 24.75, 25.00

Annex 1