A smooth rigid retaining wall moves as shown in the sketch causing the backfill material to fail. The backfill material is homogeneous and isotropic, and obeys the Mohr- Coulomb failure criteria . The major principal stress is
A
Parallel to the wall face and acting downwards
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B
normal to the wall face
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C
oblique to the wall face acting downwards
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D
oblique to the wall face acting upwards
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Solution
The correct option is B normal to the wall face Smooth rigid wall moves towards the backfill till backfill material fails so passive earth pressure will act on the wall. Passive earth pressure, σ3=σ1Kp
Where major principal stress is σ3 which is acting normal to the wall face (because top surface of backfill is horizontal)