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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Uniformity coefficient of a soil is

always less than 1
equal to or gi eater than 1
always equal to 1
equal to or less than 1

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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°
17°
10°

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Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

partially saturated soil
dehydrated soil
air entrained soil
dry soil

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Soil Mechanics and Foundation
During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is

-0.5
2
-2
0.5

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Soil Mechanics and Foundation
Residual soils are formed by

glaciers
None of these
water
wind

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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 ?

calcium carbide method
alcohol method
oven drying method
sand bath method

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