Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is between 0.2 mm and 0.0002 mm All of these greater than 0.2 mm less than 0.0002 mm between 0.2 mm and 0.0002 mm All of these greater than 0.2 mm less than 0.0002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability decreases by 33.3% increases by 50% increases by 25% increases by 33.3% decreases by 33.3% increases by 50% increases by 25% increases by 33.3% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In hydrometer analysis for a soil mass meniscus correction is subtractive and dispersing agent correction is additive both meniscus correction and dispersing agent correction are additive both meniscus correction and dispersing agent correction are subtractive meniscus correction is additive and dispersing agent correction is subtractive meniscus correction is subtractive and dispersing agent correction is additive both meniscus correction and dispersing agent correction are additive both meniscus correction and dispersing agent correction are subtractive meniscus correction is additive and dispersing agent correction is subtractive ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes 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 Deformation of the soil, is entirely due to change in volume All listed here ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The major principal stress in an element of cohesion-less soil within the backfill of a retaining wall is Vertical if the soil is in an active state of plastic equilibrium Vertical if the soil is in a passive state of plastic equilibrium None of these Inclined at 45° to the vertical plane Vertical if the soil is in an active state of plastic equilibrium Vertical if the soil is in a passive state of plastic equilibrium None of these Inclined at 45° to the vertical plane ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress on soil Increases voids ratio and decreases permeability Increases both voids ratio and permeability Decreases both voids ratio and permeability Decreases voids ratio and increases permeability Increases voids ratio and decreases permeability Increases both voids ratio and permeability Decreases both voids ratio and permeability Decreases voids ratio and increases permeability ANSWER DOWNLOAD EXAMIANS APP
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