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Soil Mechanics and Foundation

Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

22.0 kN/m3
20.0 kN/m3
18.6 kN/m3
23.2 kN/m3

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Soil Mechanics and Foundation
Shear strength of a soil is a unique function of

None of these
both effective stress and total stress
effective stress only
total stress only

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Soil Mechanics and Foundation
Water content of soil can

take values only from 0 % to 100 %
be less than 0 %
never be greater than 100 %
be greater than 100 %

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Soil Mechanics and Foundation
In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear

first increases and then decreases
decreases
remains unchanged
increases

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Soil Mechanics and Foundation
Dispersed type of soil structure is an arrangement comprising particles having

edge to face orientation
All of these
face to face or parallel orientation
edge to edge orientation

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

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

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