Soil Mechanics and Foundation Relative density of a compacted dense sand is approximately equal to 1.2 0.4 0.95 0.6 1.2 0.4 0.95 0.6 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are viscosity only both viscosity and unit weight None of these unit weight only viscosity only both viscosity and unit weight None of these unit weight 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 3 months 12 months 24 months 6 months 3 months 12 months 24 months 6 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as air entrained soil dehydrated soil partially saturated soil dry soil air entrained soil dehydrated soil partially saturated soil dry soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation for clays normally remains constant at all liquid limits first increases and then decreases with increase in liquid limit increases with increase in liquid limit decreases with increase in liquid limit remains constant at all liquid limits first increases and then decreases with increase in liquid limit increases with increase in liquid limit decreases with increase in liquid limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The clay mineral with the largest swelling and shrinkage characteristics is kaolinite montmorillonite illite None of these kaolinite montmorillonite illite None of these ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS