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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The angle that Coulomb’s failure envelope makes with the horizontal is called

None of these
angle of internal friction
angle of repose
cohesion

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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
dehydrated soil
air entrained soil

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Soil Mechanics and Foundation
Which one of the following clays behaves like a dense sand ?

normally consolidated clay
under-consolidated clay
over-consolidated ciay with a high over-consolidation ratio
over-consolidated clay with a low over-consolidation ratio

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Soil Mechanics and Foundation
Total number of stress components at a point within a soil mass loaded at its boundary is

6
9
3
16

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Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

vertical and smooth
vertical and rough
plane and rough
plane and smooth

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

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

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