Soil Mechanics and Foundation The average coefficient of permeability of natural deposits Parallel to stratification is always less than that perpendicular to stratification Is always same in both directions Parallel to stratification may or may not be greater than that perpendicular to stratification Parallel to stratification is always greater than that perpendicular to stratification Parallel to stratification is always less than that perpendicular to stratification Is always same in both directions Parallel to stratification may or may not be greater than that perpendicular to stratification Parallel to stratification is always greater than that perpendicular to stratification ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by compressibility permeability both compressibility and permeability None of these compressibility permeability both compressibility and permeability None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can never be greater than unity take values between 0 and 1 only be zero take any value greater than zero never be greater than unity take values between 0 and 1 only be zero take any value greater than zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ? calcium carbide method oven drying method alcohol method sand bath method calcium carbide method oven drying method alcohol method sand bath method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The water content of soil, which represents the boundary between plastic state and liquid state, is known as plastic limit plasticity index shrinkage limit liquid limit plastic limit plasticity index shrinkage limit liquid limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as consolidated drained test unconsolidated drained test unconsolidated undrained test consolidated undrained test consolidated drained test unconsolidated drained test unconsolidated undrained test consolidated undrained test ANSWER DOWNLOAD EXAMIANS APP
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