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GATE 2023 CE (CE2) – Question 42

Geotechnical Engineering · Earth pressure theories: Rankine and Coulomb, sheet piles · 2 marks · Multiple choice

The figure shows a vertical retaining wall with backfill consisting of cohesive-frictional soil and a failure plane developed due to passive earth pressure. The forces acting on the failure wedge are: P as the reaction force between the wall and the soil, R as the reaction force on the failure plane, C as the cohesive force along the failure plane and W as the weight of the failure wedge. Assuming that there is no adhesion between the wall and the wedge, identify the most appropriate force polygon for the wedge.

passive wedge against a vertical wall with upward-sloping ground and failure plane; options show P, W, C and R force polygons.
  1. Option A in the figure
  2. Option B in the figure
  3. Option C in the figure
  4. Option D in the figure

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Show answer and explanation

Correct answer: (C) Option C in the figure

Explanation

The wedge tends upward along the failure plane under passive loading, so cohesion acts down the plane. Weight is vertically downward; wall friction acts downward on the wedge, while the failure-plane reaction is inclined by friction from its normal. The wall reaction P points rightward and downward; the closing polygon with these directions is C.