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 0.0 and 1.0 1.0 and 0.5 0.5 and 1.0 1.0 and 0.0 0.0 and 1.0 1.0 and 0.5 0.5 and 1.0 1.0 and 0.0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation for clays normally remains constant at all liquid limits increases with increase in liquid limit decreases with increase in liquid limit first increases and then decreases with increase in liquid limit remains constant at all liquid limits increases with increase in liquid limit decreases with increase in liquid limit first increases and then decreases with increase in liquid limit ANSWER DOWNLOAD EXAMIANS APP
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 If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is less than specific gravity of soil greater than specific gravity of soil independent of specific gravity of soil equal to specific gravity of soil less than specific gravity of soil greater than specific gravity of soil independent of specific gravity of soil equal to specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is 0.4 0.6 1 0.8 0.4 0.6 1 0.8 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 wet of OMC and dry of OMC dry of OMC and wet of OMC wet of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content wet of OMC and dry of OMC dry of OMC and wet of OMC wet of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content ANSWER DOWNLOAD EXAMIANS APP
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