Soil Mechanics and Foundation A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is 20.0 kN/m3 23.2 kN/m3 22.0 kN/m3 18.6 kN/m3 20.0 kN/m3 23.2 kN/m3 22.0 kN/m3 18.6 kN/m3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of compressibility is constant for any type of soil different for different types of soils and also different for a soil under different states of consolidation different for different types of soils but same for a soil under different states of consolidation independent of type of soil but depends on the stress history of soil constant for any type of soil different for different types of soils and also different for a soil under different states of consolidation different for different types of soils but same for a soil under different states of consolidation independent of type of soil but depends on the stress history of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Hydrometer readings are corrected for: Meniscus correction Temperature, meniscus and dispersing agent corrections Temperature correction Dispersing agent correction Meniscus correction Temperature, meniscus and dispersing agent corrections Temperature correction Dispersing agent correction ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The average coefficient of permeability of natural deposits Is always same in both directions Parallel to stratification is always greater than that perpendicular to stratification Parallel to stratification is always less 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 greater than that perpendicular to stratification Parallel to stratification is always less than that perpendicular to stratification Parallel to stratification may or may not be greater than that perpendicular to stratification ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on plasticity characteristics particle size composition both particle size composition and plasticity characteristics None of these plasticity characteristics particle size composition both particle size composition and plasticity characteristics None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes Deformation of the soil, is entirely due to change in volume All listed here Water and soil particles are incompressible Soil is homogeneous and fully saturated Deformation of the soil, is entirely due to change in volume All listed here Water and soil particles are incompressible Soil is homogeneous and fully saturated ANSWER DOWNLOAD EXAMIANS APP
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