Soil Mechanics and Foundation The shear strength of a soil Is directly proportional to the angle of internal friction of the soil Decreases with decrease in normal stress Decreases with increase in normal stress Is inversely proportional to the angle of internal friction of the soil Is directly proportional to the angle of internal friction of the soil Decreases with decrease in normal stress Decreases with increase in normal stress Is inversely proportional to the angle of internal friction of the soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress, water content and undrained strength decrease with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress, water content and undrained strength decrease with depth effective stress and water content increase with depth but undrained strength decreases with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? None of these constant head method both the above falling head method None of these constant head method both the above falling head method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is deep well system vacuum method electroosmosis method well ppint system deep well system vacuum method electroosmosis method well ppint system ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of earth pressure at rest is greater than both the active earth pressure and passive earth pressure less than both the active and passive earth pressures greater than active earth pressure but less than passive earth pressure less than active earth pressure but greater than passive earth pressure greater than both the active earth pressure and passive earth pressure less than both the active and passive earth pressures greater than active earth pressure but less than passive earth pressure less than active earth pressure but greater than passive earth pressure ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by both compressibility and permeability compressibility permeability None of these both compressibility and permeability compressibility permeability None of these ANSWER DOWNLOAD EXAMIANS APP
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