Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is plane and smooth vertical and smooth plane and rough vertical and rough plane and smooth vertical and smooth plane and rough vertical and rough ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation for clays normally decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits first increases and then decreases with increase in liquid limit decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits first increases and then decreases with increase in liquid limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sensitivity of a soil can be defined as None of these ratio of volume of voids to volume of solids percentage of volume change of soil under saturated condition ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state None of these ratio of volume of voids to volume of solids percentage of volume change of soil under saturated condition ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear increases decreases remains unchanged first increases and then decreases increases decreases remains unchanged first increases and then decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The maximum dry density upto which any soil can be compacted depends upon None of these both moisture content and amount of compaction energy amount of compaction energy only moisture content only None of these both moisture content and amount of compaction energy amount of compaction energy only moisture content only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? None of these falling head method both the above constant head method None of these falling head method both the above constant head method ANSWER DOWNLOAD EXAMIANS APP
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