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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

1
between 0 and 1
greater than 1
zero

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Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

sand
clay
silt
clayey silt

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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

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

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Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

1.5m
2.0m
1.0m
3m

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Soil Mechanics and Foundation
Terzaghi’s theory of one dimensional consolidation assumes

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

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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

Natural slope line
Repose line
The φ line
All listed here

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