engineering recuitment BHEL Engineer Trainee Mock Test 2025 Soil Mechanics and Foundation Engineering Earth Pressure
The unit weight of the backfill is 20 kN/m3 and the angle of shearing resistance is 30°. If the height of the backfill is 5 m, then the active pressure at the base will be
1
100.0 kN/m2
2
50.0 kN/m2
3
33.33 kN/m2
4
25 kN/m2