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Soil Mechanics and Foundation

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
If the shearing stress is zero on two planes, then the angle between the two planes is

45°
135°
90°
225°

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

illite
montmorillonite
None of these
kaolinite

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

3 months
12 months
6 months
24 months

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Soil Mechanics and Foundation
Water content of soil can

be less than 0 %
never be greater than 100 %
take values only from 0 % to 100 %
be greater than 100 %

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Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

Repose line
The φ line
All listed here
Natural slope line

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