engineering recuitment GATE CE 2023-24 Test Series Soil Mechanics and Foundation Engineering Stability of Slopes
An embankment will be constructed of soil having c’ = 3 kg/cm2 and ϕ’ = 33°. The shear strength of material on a horizontal plane at a point 15 metres below the surface of embankment if bulk density of soil is 2.3 g/cc and the pore pressure at that point is 1.45 kg/cm2.
1
5.2 kg/cm2
2
4.5 kg/cm2
3
4.3 kg/cm2
4
3.6 kg/cm2