Soil Mechanics and Foundation Constant head permeameter is used to test permeability of silt coarse sand fine sand clay silt coarse sand fine sand clay ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by permeability compressibility None of these both compressibility and permeability permeability compressibility None of these both compressibility and permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called percentage air voids air content voids ratio porosity percentage air voids air content voids ratio porosity ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A cylindrical specimen of saturated soil failed under an axial vertical stress of 100kN/m2 when it was laterally unconfmed. The failure plane was inclined to the horizontal plane at an angle of 45°. The values of cohesion and angle of internal friction for the soil are respectively 0.05 N/mm² and 0° 0.05 N/mm² and 45° 0.5 N/mm² and 30° 0.2 N/mm² and 0° 0.05 N/mm² and 0° 0.05 N/mm² and 45° 0.5 N/mm² and 30° 0.2 N/mm² and 0° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for n, the percentage voids, is n < 0 n > 0 0 ≤ n ≤ 100 0 < n < 100 n < 0 n > 0 0 ≤ n ≤ 100 0 < n < 100 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Increases with the decrease in the porosity of the soil Decreases with the decrease in the plastic limit Decreases with the increase in the initial voids ratio Increases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Decreases with the decrease in the plastic limit Decreases with the increase in the initial voids ratio Increases with the increase in the initial voids ratio ANSWER DOWNLOAD EXAMIANS APP
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