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Soil Mechanics and Foundation

Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

23.2 kN/m3
20.0 kN/m3
22.0 kN/m3
18.6 kN/m3

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

take values between 0 and 1 only
take any value greater than zero
be zero
never be greater than unity

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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°
7°
10°
17°

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Soil Mechanics and Foundation
For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ?

sand bath method
calcium carbide method
alcohol method
oven drying method

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Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

clay
gravel
silt
sand

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

increases with increase in liquid limit
remains constant at all liquid limits
decreases with increase in liquid limit
first increases and then decreases with increase in liquid limit

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