Soil Mechanics and Foundation A fully saturated soil is said to be two phase system with soil and water one phase system two phase system with soil and air three phase system two phase system with soil and water one phase system two phase system with soil and air three phase system 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 viscosity only None of these unit weight only both viscosity and unit weight viscosity only None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is sand clayey silt clay silt sand clayey silt clay silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is greater than 1 [CS 95] zero 1 between 0 and 1 greater than 1 [CS 95] zero 1 between 0 and 1 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 3 1 43832 43833 3 1 43832 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is more at edges compared to middle uniform throughout less at edges compared to middle None of these more at edges compared to middle uniform throughout less at edges compared to middle None of these ANSWER DOWNLOAD EXAMIANS APP