Soil Mechanics and Foundation Voids ratio of a soil mass can take values between 0 and 1 only be zero never be greater than unity take any value greater than zero take values between 0 and 1 only be zero never be greater than unity take any value greater than zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for n, the percentage voids, is n < 0 0 ≤ n ≤ 100 n > 0 0 < n < 100 n < 0 0 ≤ n ≤ 100 n > 0 0 < n < 100 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be three phase system one phase system two phase system with soil and water two phase system with soil and air three phase system one phase system two phase system with soil and water two phase system with soil and air 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° 7° 10° 12° 17° 7° 10° 12° 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 zero greater than 1 1 between 0 and 1 zero greater than 1 1 between 0 and 1 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 12 months 3 months 24 months 6 months 12 months 3 months ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS