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Soil Mechanics and Foundation

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

well ppint system
electroosmosis method
vacuum method
deep well system

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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
Natural slope line
The φ line
All listed here

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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
Terzaghi’s theory of one dimensional consolidation assumes

Soil is homogeneous and fully saturated
All listed here
Deformation of the soil, is entirely due to change in volume
Water and soil particles are incompressible

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

0 ≤ S ≤ 100
0 < S < 100
S > 0
S < 0

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Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

greater than specific gravity of soil
less than specific gravity of soil
independent of specific gravity of soil
equal to specific gravity of soil

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