Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is sand clayey silt silt clay sand clayey silt silt clay 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 7° 10° 12° 17° 7° 10° 12° 17° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is directly proportional to the voids ratio None of these inversely proportional to the compression index directly proportional to the compression index directly proportional to the voids ratio None of these inversely proportional to the compression index directly proportional to the compression index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Constant head permeameter is used to test permeability of silt clay fine sand coarse sand silt clay fine sand coarse sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Uniformity coefficient of a soil is equal to or less than 1 always equal to 1 equal to or gi eater than 1 always less than 1 equal to or less than 1 always equal to 1 equal to or gi eater than 1 always less than 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The shear strength of a soil Decreases with decrease in normal stress Is directly proportional to the angle of internal friction of the soil Decreases with increase in normal stress Is inversely proportional to the angle of internal friction of the soil Decreases with decrease in normal stress Is directly proportional to the angle of internal friction of the soil Decreases with increase in normal stress Is inversely proportional to the angle of internal friction of the soil ANSWER DOWNLOAD EXAMIANS APP
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