GATE CE 2020 Set 2 — Question 45

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MCQ+2 / -0.67HardFinite SlopesStability of SlopesGeotechnical EngineeringFactor of Safety

Geotechnical Engineering → Stability of Slopes → Factor of Safety

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Question

A 10 m10\text{ m} high slope of dry clay soil (unit weight = 20 kN/m320\text{ kN/m}^3), with a slope angle of 4545^\circ and the circular slip surface, is shown in the figure (not drawn to the scale). The weight of the slip wedge is denoted by WW. The undrained unit cohesion (cuc_u) is 60 kPa60\text{ kPa}.
Diagram of a slope with a circular slip surface and dimensions
The factor of safety of the slope against slip failure, is
  1. A.
    1.84
  2. B.
    1.57
  3. C.
    0.58
  4. D.
    1.67

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