Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.036 036 0.28 0.028 0.036 036 0.28 0.028 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The rise of water table below the foundation influences the bearing capacity of soil mainly by reducing effective angle of shearing resistance cohesion and effective angle of shearing resistance effective unit weight of soil and effective angle of shearing resistance cohesion and effective unit weight of soil effective angle of shearing resistance cohesion and effective angle of shearing resistance effective unit weight of soil and effective angle of shearing resistance cohesion and effective unit weight of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of effective stress with time pore water pressure with time effective stress with depth pore water pressure with depth effective stress with time pore water pressure with time effective stress with depth pore water pressure with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are unit weight only viscosity only both viscosity and unit weight None of these unit weight only viscosity only both viscosity and unit weight None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following is a measure of particle size range ? None of these uniformity coefficient effective size coefficient of curvature None of these uniformity coefficient effective size coefficient of curvature ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Water content of soil can be less than 0 % be greater than 100 % take values only from 0 % to 100 % never be greater than 100 % be less than 0 % be greater than 100 % take values only from 0 % to 100 % never be greater than 100 % ANSWER DOWNLOAD EXAMIANS APP