Soil Mechanics and Foundation Effective stress on soil Decreases voids ratio and increases permeability Increases voids ratio and decreases permeability Increases both voids ratio and permeability Decreases both voids ratio and permeability Decreases voids ratio and increases permeability Increases voids ratio and decreases permeability Increases both voids ratio and permeability Decreases both voids ratio and permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for n, the percentage voids, is n > 0 n < 0 0 < n < 100 0 ≤ n ≤ 100 n > 0 n < 0 0 < n < 100 0 ≤ n ≤ 100 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The average coefficient of permeability of natural deposits Parallel to stratification is always less 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 may or may not be greater than that perpendicular to stratification Parallel to stratification is always less 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 may or may not be greater than that perpendicular to stratification ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as dry soil dehydrated soil air entrained soil partially saturated soil dry soil dehydrated soil air entrained soil partially saturated soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following types of soil is transported by gravitational forces ? talus drift dune sand loess talus drift dune sand loess ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.036 0.028 036 0.28 0.036 0.028 036 0.28 ANSWER DOWNLOAD EXAMIANS APP
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