Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is greater than 0.2 mm between 0.2 mm and 0.0002 mm less than 0.0002 mm All of these greater than 0.2 mm between 0.2 mm and 0.0002 mm less than 0.0002 mm All of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made both (A) and (B) only in floating ring type consolido-meter only in fixed ring type consolido-meter None of these both (A) and (B) only in floating ring type consolido-meter only in fixed ring type consolido-meter None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the correct range of density index,1D 1D > 0 ID > 0 0 < 1D < 1 0 ≤ 1D ≤ 1 1D > 0 ID > 0 0 < 1D < 1 0 ≤ 1D ≤ 1 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 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 Inorganic soils with low compressibility are represented by MH CH ML SL MH CH ML SL ANSWER DOWNLOAD EXAMIANS APP
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