Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is between 0.2 mm and 0.0002 mm All of these less than 0.0002 mm greater than 0.2 mm between 0.2 mm and 0.0002 mm All of these less than 0.0002 mm greater than 0.2 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The admixture of coarser particles like sand or silt to clay causes decrease in both liquid limit and plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index decrease in liquid limit and increase in plasticity index decrease in both liquid limit and plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index decrease in liquid limit and increase in plasticity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The shear strength of a soil Decreases with increase in normal stress Is directly proportional to the angle of internal friction of the soil Decreases with decrease in normal stress Is inversely proportional to the angle of internal friction of the soil Decreases with increase in normal stress Is directly proportional to the angle of internal friction of the soil Decreases with decrease in normal stress Is inversely proportional to the angle of internal friction of the soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of earth pressure at rest is 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 greater than both the active earth pressure and passive earth pressure ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is less at edges compared to middle None of these more at edges compared to middle uniform throughout less at edges compared to middle None of these more at edges compared to middle uniform throughout ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the sand in-situ is in its densest state, then the relative density of sand is between 0 and 1 1 greater than 1 zero between 0 and 1 1 greater than 1 zero ANSWER DOWNLOAD EXAMIANS APP
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