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 Select the incorrect statement. Effective angle of shearing resistance increases as the size of particles increases is limited to a maximum value of 45° is rarely more than 30° for fine grained soil increases as the soil gradation im-proves increases as the size of particles increases is limited to a maximum value of 45° is rarely more than 30° for fine grained soil increases as the soil gradation im-proves ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are None of these both viscosity and unit weight viscosity only unit weight only None of these both viscosity and unit weight viscosity only unit weight only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Unconfmed compressive strength test is consolidated undrained test drained test undrained test consolidated drained test consolidated undrained test drained test undrained test consolidated drained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.036 0.28 0.028 036 0.036 0.28 0.028 036 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 25% decreases by 33.3% increases by 33.3% increases by 50% increases by 25% decreases by 33.3% increases by 33.3% increases by 50% ANSWER DOWNLOAD EXAMIANS APP