Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is vertical and smooth plane and rough plane and smooth vertical and rough vertical and smooth plane and rough plane and smooth vertical and rough ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are None of these unit weight only both viscosity and unit weight viscosity only None of these unit weight only both viscosity and unit weight viscosity only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is 24 months 12 months 6 months 3 months 24 months 12 months 6 months 3 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is 23.2 kN/m3 20.0 kN/m3 18.6 kN/m3 22.0 kN/m3 23.2 kN/m3 20.0 kN/m3 18.6 kN/m3 22.0 kN/m3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? both the above None of these constant head method falling head method both the above None of these constant head method falling head method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The water content of soil, which represents the boundary between plastic state and liquid state, is known as liquid limit plasticity index plastic limit shrinkage limit liquid limit plasticity index plastic limit shrinkage limit ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS