Check the stability of a proposed slope having a height of 5m with slope 
angle of 180
. Given Ꝩsat = 18 KN/m3
, c= 10 KN/m2
 and ꝙ =250
.

The problem involves checking the stability of a slope, which requires calculating the factor of safety (FoS). However, the slope angle you've provided (180 degrees) seems incorrect since a slope angle cannot be 180 degrees (it would represent a flat or even inverted condition). Typically, slope angles are less than 90 degrees. Please confirm or provide the correct slope angle.

Given:
- Slope height \( H = 5 \) m
- Slope angle \( \beta \) = [Please confirm the correct angle]
- Saturated unit weight \( \gamma_{\text{sat}} = 18 \) kN/m³
- Cohesion \( c = 10 \) kN/m²
- Angle of internal friction \( \phi = 25^\circ \)

Once you confirm the slope angle, I can proceed with the calculation.

Learn how to check the stability of a proposed slope with a height of 5m using soil mechanics principles. This problem involves calculating the factor of safety (FoS) based on provided soil parameters: saturated unit weight, cohesion, and angle of internal friction.

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