Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is greater than 0.2 mm All of these between 0.2 mm and 0.0002 mm less than 0.0002 mm greater than 0.2 mm All of these between 0.2 mm and 0.0002 mm less than 0.0002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is clay silt sand clayey silt clay silt sand clayey silt 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 greater than active earth pressure but less than passive earth pressure less than both the active and passive earth pressures less than active earth pressure but greater than passive earth pressure greater than both the active earth pressure and passive earth pressure greater than active earth pressure but less than passive earth pressure less than both the active and passive earth pressures less than active earth pressure but greater than passive earth pressure ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for n, the percentage voids, is 0 ≤ n ≤ 100 n < 0 0 < n < 100 n > 0 0 ≤ n ≤ 100 n < 0 0 < n < 100 n > 0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is directly proportional to the voids ratio inversely proportional to the compression index None of these directly proportional to the compression index directly proportional to the voids ratio inversely proportional to the compression index None of these directly proportional to the compression index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The clay mineral with the largest swelling and shrinkage characteristics is kaolinite montmorillonite illite None of these kaolinite montmorillonite illite None of these ANSWER DOWNLOAD EXAMIANS APP
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