Soil Mechanics and Foundation If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is equal to specific gravity of soil independent of specific gravity of soil greater than specific gravity of soil less than specific gravity of soil equal to specific gravity of soil independent of specific gravity of soil greater than specific gravity of soil less than specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 43833 1 3 43832 43833 1 3 43832 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Quick sand is a 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 type of sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by both compressibility and permeability None of these compressibility permeability both compressibility and permeability None of these compressibility permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is 23.2 kN/m3 18.6 kN/m3 22.0 kN/m3 20.0 kN/m3 23.2 kN/m3 18.6 kN/m3 22.0 kN/m3 20.0 kN/m3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is greater than 1 [CS 95] zero between 0 and 1 1 greater than 1 [CS 95] zero between 0 and 1 1 ANSWER DOWNLOAD EXAMIANS APP
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