Soil Mechanics and Foundation If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is 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 less than specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The average coefficient of permeability of natural deposits Parallel to stratification may or may not be greater than that perpendicular to stratification Parallel to stratification is always 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 may or may not be greater than that perpendicular to stratification Parallel to stratification is always greater than that perpendicular to stratification Is always same in both directions Parallel to stratification is always less than that perpendicular to stratification 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 24 months 12 months 6 months 3 months 24 months 12 months 6 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The maximum dry density upto which any soil can be compacted depends upon amount of compaction energy only None of these both moisture content and amount of compaction energy moisture content only amount of compaction energy only None of these both moisture content and amount of compaction energy moisture content only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of liquidity index to flow index plasticity index to consistency index consistency index to liquidity index plasticity index to flow index liquidity index to flow index plasticity index to consistency index consistency index to liquidity index plasticity index to flow index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents two phase system with soil and water three phase system two phase system with soil and air one phase system two phase system with soil and water three phase system two phase system with soil and air one phase system ANSWER DOWNLOAD EXAMIANS APP
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