Soil Mechanics and Foundation Hydrometer readings are corrected for: Dispersing agent correction Temperature, meniscus and dispersing agent corrections Temperature correction Meniscus correction Dispersing agent correction Temperature, meniscus and dispersing agent corrections Temperature correction Meniscus correction ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The average coefficient of permeability of natural deposits Parallel to stratification is always greater than that perpendicular to stratification Parallel to stratification may or may not be greater than that perpendicular to stratification Is always same in both directions Parallel to stratification is always less than that perpendicular to stratification Parallel to stratification is always greater than that perpendicular to stratification Parallel to stratification may or may not be greater than that perpendicular to stratification Is always same in both directions Parallel to stratification is always less than that perpendicular to stratification ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Total number of stress components at a point within a soil mass loaded at its boundary is 3 16 9 6 3 16 9 6 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be greater than 1 m less than 300 mm between 750 mm and 1 m between 300 mm and 750 mm greater than 1 m less than 300 mm between 750 mm and 1 m between 300 mm and 750 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on particle size composition None of these both particle size composition and plasticity characteristics plasticity characteristics particle size composition None of these both particle size composition and plasticity characteristics plasticity characteristics ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is 3 months 24 months 12 months 6 months 3 months 24 months 12 months 6 months ANSWER DOWNLOAD EXAMIANS APP
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