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 0.5 0.0 and 1.0 0.5 and 1.0 1.0 and 0.0 1.0 and 0.5 0.0 and 1.0 0.5 and 1.0 1.0 and 0.0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be greater than 1 m between 750 mm and 1 m less than 300 mm between 300 mm and 750 mm greater than 1 m between 750 mm and 1 m less than 300 mm between 300 mm and 750 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The average coefficient of permeability of natural deposits Is always same in both directions Parallel to stratification is always less than that perpendicular to stratification Parallel to stratification is always greater than that perpendicular to stratification Parallel to stratification may or may not be greater than that perpendicular to stratification Is always same in both directions Parallel to stratification is always less than that perpendicular to stratification Parallel to stratification is always greater than that perpendicular to stratification Parallel to stratification may or may not be greater than that perpendicular to stratification ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by compressibility None of these permeability both compressibility and permeability compressibility None of these permeability both compressibility and permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Bishop’s method of stability analysis assumes the slip surface as an arc of a circle All of these neglects the effect of forces acting on the sides of the slices is more conservative assumes the slip surface as an arc of a circle All of these neglects the effect of forces acting on the sides of the slices is more conservative ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as dry of OMC and dry of OMC where OMC is optimum moisture content dry of OMC and wet of OMC wet of OMC and wet of OMC wet of OMC and dry of OMC dry of OMC and dry of OMC where OMC is optimum moisture content dry of OMC and wet of OMC wet of OMC and wet of OMC wet of OMC and dry of OMC ANSWER DOWNLOAD EXAMIANS APP
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