Soil Mechanics and Foundation Time factor for a clay layer is inversely proportional to drainage path a dimensional parameter independent of thickness of clay layer directly proportional to permeability of soil inversely proportional to drainage path a dimensional parameter independent of thickness of clay layer directly proportional to permeability of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are both viscosity and unit weight unit weight only None of these viscosity only both viscosity and unit weight unit weight only None of these viscosity only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Unconfmed compressive strength test is undrained test consolidated drained test consolidated undrained test drained test undrained test consolidated drained test consolidated undrained test drained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are 1.0 and 0.0 0.0 and 1.0 1.0 and 0.5 0.5 and 1.0 1.0 and 0.0 0.0 and 1.0 1.0 and 0.5 0.5 and 1.0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? None of these both the above falling head method constant head method None of these both the above falling head method constant head method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by 30% 50% 40% 20% 30% 50% 40% 20% ANSWER DOWNLOAD EXAMIANS APP
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