Table 1 Different slope stability analysis using ML approaches.
Refs. | Field of application | Input parameters | Dataset |
|---|---|---|---|
Natural slope | γ, c, ϕ, H’, β’, ϑ | 327 slope cases | |
Dump slope | γ, c, ϕ, H’, β’, ϑ | 100 slope cases | |
Natural slope | H’, β’, and BD, c, ϕ, and ϑ | 102 slope cases | |
Dump slope | Crh, Sh, and Sa | 216 dump slope cases | |
Dump slope | H’, β’, and RI | 50 slope cases | |
Natural slope | γ, c, ϕ, H’, β’, ϑ | 117 slope cases | |
Natural slope | c, ϕ, H’, β’ | 880 slope cases | |
Dump slope | Hs, Hcd, BW, A, B, Hcr, ϕ, and c | 216 dump slope cases | |
Natural slope | γ, c, ϕ, H’, β’, ϑ | 627 slope cases | |
Dump slope | γ, c, α, H’, β’ | 79 dump slope cases |