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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The clay mineral with the largest swelling and shrinkage characteristics is

kaolinite
None of these
montmorillonite
illite

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Soil Mechanics and Foundation
Valid range for n, the percentage voids, is

0 < n < 100
0 ≤ n ≤ 100
n > 0
n < 0

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

20%
50%
30%
40%

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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

dry soil
air entrained soil
partially saturated soil
dehydrated soil

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Soil Mechanics and Foundation
The maximum dry density upto which any soil can be compacted depends upon

moisture content only
None of these
both moisture content and amount of compaction energy
amount of compaction energy only

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Soil Mechanics and Foundation
A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

None of these
40 mm
10 mm
20 mm

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