Soil Mechanics and Foundation Relative density of a compacted dense sand is approximately equal to 0.4 0.95 0.6 1.2 0.4 0.95 0.6 1.2 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of None of these both effective stress and total stress effective stress only total stress only None of these both effective stress and total stress effective stress only total stress only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A retaining wall 6m high supports a backfill with a surcharge angle of 10°. The back of the wall is inclined to the vertical at a positive batter angle of 5°. If the angle of wall friction is 7°, then the resultant active earth pressure will act at a distance of 2 m above the base and inclined to the horizontal at an angle of 17° 12° 7° 10° 17° 12° 7° 10° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Residual soils are formed by None of these wind water glaciers None of these wind water glaciers ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sensitivity of a soil can be defined as ratio of volume of voids to volume of solids None of these ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state percentage of volume change of soil under saturated condition ratio of volume of voids to volume of solids None of these ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state percentage of volume change of soil under saturated condition ANSWER DOWNLOAD EXAMIANS APP
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