Soil Mechanics and Foundation A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is 22.0 kN/m3 18.6 kN/m3 20.0 kN/m3 23.2 kN/m3 22.0 kN/m3 18.6 kN/m3 20.0 kN/m3 23.2 kN/m3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following is a measure of particle size range ? effective size coefficient of curvature None of these uniformity coefficient effective size coefficient of curvature None of these uniformity coefficient ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear remains unchanged increases first increases and then decreases decreases remains unchanged increases first increases and then decreases decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is None of these 40 mm 10 mm 20 mm None of these 40 mm 10 mm 20 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress on soil Increases voids ratio and decreases permeability Decreases both voids ratio and permeability Increases both voids ratio and permeability Decreases voids ratio and increases permeability Increases voids ratio and decreases permeability Decreases both voids ratio and permeability Increases both voids ratio and permeability Decreases voids ratio and increases permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are unit weight only both viscosity and unit weight None of these viscosity only unit weight only both viscosity and unit weight None of these viscosity only ANSWER DOWNLOAD EXAMIANS APP
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