Soil Mechanics and Foundation In hydrometer analysis for a soil mass meniscus correction is additive and dispersing agent correction is subtractive both meniscus correction and dispersing agent correction are additive meniscus correction is subtractive and dispersing agent correction is additive both meniscus correction and dispersing agent correction are subtractive meniscus correction is additive and dispersing agent correction is subtractive both meniscus correction and dispersing agent correction are additive meniscus correction is subtractive and dispersing agent correction is additive both meniscus correction and dispersing agent correction are subtractive ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Uniformity coefficient of a soil is always less than 1 always equal to 1 equal to or less than 1 equal to or gi eater than 1 always less than 1 always equal to 1 equal to or less than 1 equal to or gi eater than 1 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 12° 17° 10° 7° 12° 17° 10° 7° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following is a measure of particle size range ? coefficient of curvature effective size uniformity coefficient None of these coefficient of curvature effective size uniformity coefficient None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is 18.6 kN/m3 20.0 kN/m3 22.0 kN/m3 23.2 kN/m3 18.6 kN/m3 20.0 kN/m3 22.0 kN/m3 23.2 kN/m3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as consolidated drained test unconsolidated drained test consolidated undrained test unconsolidated undrained test consolidated drained test unconsolidated drained test consolidated undrained test unconsolidated undrained test ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS