Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is greater than 0.2 mm All of these less than 0.0002 mm between 0.2 mm and 0.0002 mm greater than 0.2 mm All of these less than 0.0002 mm between 0.2 mm and 0.0002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as wet of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content dry of OMC and wet of OMC wet of OMC and dry of OMC wet of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content dry of OMC and wet of OMC wet of OMC and dry of OMC ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Hydrometer readings are corrected for: Temperature correction Dispersing agent correction Meniscus correction Temperature, meniscus and dispersing agent corrections Temperature correction Dispersing agent correction Meniscus correction Temperature, meniscus and dispersing agent corrections ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The clay mineral with the largest swelling and shrinkage characteristics is montmorillonite kaolinite None of these illite montmorillonite kaolinite None of these illite ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for n, the percentage voids, is n > 0 0 < n < 100 0 ≤ n ≤ 100 n < 0 n > 0 0 < n < 100 0 ≤ n ≤ 100 n < 0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay 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 and undrained strength increase with depth but water content decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease 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 and undrained strength increase with depth but water content decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth ANSWER DOWNLOAD EXAMIANS APP