Soil Mechanics and Foundation With the increase in the amount of compaction energy optimum water content decreases but maximum dry density increases optimum water content increases but maximum dry density decreases both optimum water content and maximum dry density decrease[ES 93] both optimum water content and maximum dry density increase optimum water content decreases but maximum dry density increases optimum water content increases but maximum dry density decreases both optimum water content and maximum dry density decrease[ES 93] both optimum water content and maximum dry density increase 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 24 months 6 months 3 months 12 months 24 months 6 months 3 months 12 months 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 Is always same in both directions Parallel to stratification is always greater than that perpendicular to stratification 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 Is always same in both directions Parallel to stratification is always greater than that perpendicular to stratification Parallel to stratification is always less than that perpendicular to stratification ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Quick sand is a flow condition occurring in cohesive soils flow condition occurring in both cohesive and cohesionless soils type of sand flow condition occurring in cohesionless soils flow condition occurring in cohesive soils flow condition occurring in both cohesive and cohesionless soils type of sand flow condition occurring in cohesionless soils ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? constant head method both the above falling head method None of these constant head method both the above falling head method None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the sand in-situ is in its densest state, then the relative density of sand is 1 zero between 0 and 1 greater than 1 1 zero between 0 and 1 greater than 1 ANSWER DOWNLOAD EXAMIANS APP
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