Table 3 Dataset selection considering actual slope failure case studies.
Refs. | Cohesion (kN/m2) | Phi (Deg) | Unit weight (kN/m3) | Overall bench height (meters) | Overall slope angle (Deg) | Natural moisture content (%) | FOS |
|---|---|---|---|---|---|---|---|
34–95 | 19–25 | 24–25 | 75–95 | 25–45 | 0.8–1.3 | ||
10–70 | 10–45 | 40–200 | 17–39 | 0.5–2.8 | |||
0–48 | 25–36 | 17–23 | 90 | 37 | 0.4–1.5 | ||
0–72 | 8–40 | 14–20 | 130 | 0.6–1.4 | |||
150 | 21 | 17–20 | 5–16 | 1–1.7 | |||
Present study | 6.5–45.7 | 13–37 | 15–22.6 | 60–120 | 25–40 | 5–10 | 0.4–2.12 |
