Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as partially saturated soil air entrained soil dehydrated soil dry soil partially saturated soil air entrained soil dehydrated soil dry soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is sand clayey silt clay silt sand clayey silt clay silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Decreases with the decrease in the plastic limit Increases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Decreases with the increase in the initial voids ratio Decreases with the decrease in the plastic limit Increases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Decreases with the increase in the initial voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can never be greater than unity take any value greater than zero take values between 0 and 1 only be zero never be greater than unity take any value greater than zero take values between 0 and 1 only be zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 45° 225° 135° 90° 45° 225° 135° 90° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is 40 mm 10 mm 20 mm None of these 40 mm 10 mm 20 mm None of these ANSWER DOWNLOAD EXAMIANS APP
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