Slope Stability Analysis
Analysis Details
-
Not Calculated
Not calculated
Not calculated
Not calculated
A Factor of Safety (FoS) ≥ 1.5 is generally considered stable for permanent slopes. Temporary slopes may be acceptable with FoS ≥ 1.3.
  • Homogeneous soil conditions assumed
  • Plane strain conditions apply
  • Mohr-Coulomb failure criterion used
  • No tension cracks considered
  • No reinforcement included
No warnings to display. All input parameters are within reasonable ranges.
Slope Geometry

Geometry diagram will appear here

Height 10 m
Angle 30°
Length 20 m
Water Table 5 m below surface
Soil Properties
Unit Weight 18 kN/m³
Cohesion 10 kPa
Friction Angle 25°
ru Coefficient 0.3
Export Results