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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

between 0 and 1
greater than 1
1
zero

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

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

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

equal to or less than 1
equal to or gi eater than 1
always less than 1
always equal to 1

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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
Direct measurement of permeability of the specimen at any stage of loading can be made

only in fixed ring type consolido-meter
both (A) and (B)
None of these
only in floating ring type consolido-meter

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

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

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