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Soil Mechanics and Foundation

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

illite
None of these
montmorillonite
kaolinite

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

n < 0
n > 0
0 < n < 100
0 ≤ n ≤ 100

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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
partially saturated soil
air entrained soil
dehydrated soil

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Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

porosity
percentage air voids
voids ratio
air content

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Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

well ppint system
vacuum method
electroosmosis method
deep well system

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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
20 mm
10 mm
40 mm

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