Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are None of these viscosity only unit weight only both viscosity and unit weight None of these viscosity only unit weight only both viscosity and unit weight 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 increases by 50% increases by 33.3% decreases by 33.3% increases by 25% increases by 50% increases by 33.3% decreases by 33.3% increases by 25% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of liquidity index to flow index plasticity index to consistency index plasticity index to flow index consistency index to liquidity index liquidity index to flow index plasticity index to consistency index plasticity index to flow index consistency index to liquidity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In hydrometer analysis for a soil mass meniscus correction is additive and dispersing agent correction is subtractive both meniscus correction and dispersing agent correction are subtractive meniscus correction is subtractive and dispersing agent correction is additive both meniscus correction and dispersing agent correction are additive meniscus correction is additive and dispersing agent correction is subtractive both meniscus correction and dispersing agent correction are subtractive meniscus correction is subtractive and dispersing agent correction is additive both meniscus correction and dispersing agent correction are additive ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Quick sand is a type of sand flow condition occurring in cohesive soils flow condition occurring in both cohesive and cohesionless soils flow condition occurring in cohesionless soils type of sand flow condition occurring in cohesive soils flow condition occurring in both cohesive and cohesionless soils flow condition occurring in cohesionless soils ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 50 mm 30 mm 167 mm 15 mm 50 mm 30 mm 167 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
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