Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called percentage air voids voids ratio air content porosity percentage air voids voids ratio air content porosity 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 20% 40% 30% 50% 20% 40% 30% 50% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is independent of specific gravity of soil greater than specific gravity of soil equal to specific gravity of soil less than specific gravity of soil independent of specific gravity of soil greater than specific gravity of soil equal to specific gravity of soil less than specific gravity of soil 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 20.0 kN/m3 18.6 kN/m3 23.2 kN/m3 22.0 kN/m3 20.0 kN/m3 18.6 kN/m3 23.2 kN/m3 22.0 kN/m3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coarse grained soils are best compacted by a drum roller sheep’s foot roller rubber tyred roller vibratory roller drum roller sheep’s foot roller rubber tyred roller vibratory roller ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Quick sand is a flow condition occurring in cohesive soils flow condition occurring in cohesionless soils flow condition occurring in both cohesive and cohesionless soils type of sand flow condition occurring in cohesive soils flow condition occurring in cohesionless soils flow condition occurring in both cohesive and cohesionless soils type of sand ANSWER DOWNLOAD EXAMIANS APP
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