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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Skempton’s pore pressure coefficient B for saturated soil is

1
greater than 1 [CS 95]
zero
between 0 and 1

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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
3m
2.0m
1.0m

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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

air entrained soil
dehydrated soil
dry soil
partially saturated soil

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Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

All of these
greater than 0.2 mm
less than 0.0002 mm
between 0.2 mm and 0.0002 mm

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Soil Mechanics and Foundation
Coefficient of permeability of soil

does not depend upon temperature
increases with the decrease in temperature
None of these
increases with the increase in temperature

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Soil Mechanics and Foundation
A grillage foundation

Is treated as spread foundation
All of these
Is provided for heavily loaded isolated columns
Consists of two sets of perpendicularly placed steel beams

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