Soil Mechanics and Foundation If the sand in-situ is in its densest state, then the relative density of sand is zero between 0 and 1 1 greater than 1 zero between 0 and 1 1 greater than 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is vertical and smooth plane and smooth plane and rough vertical and rough vertical and smooth plane and smooth plane and rough vertical and rough 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 coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 43832 3 1 43833 43832 3 1 43833 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 Physical properties of a permeant which influence permeability are both viscosity and unit weight unit weight only viscosity only None of these both viscosity and unit weight unit weight only viscosity only None of these ANSWER DOWNLOAD EXAMIANS APP