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Soil Mechanics and Foundation

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

clayey silt
sand
silt
clay

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Soil Mechanics and Foundation
A fully saturated soil is said to be

two phase system with soil and water
two phase system with soil and air
one phase system
three phase system

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

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

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Soil Mechanics and Foundation
If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is

1
0.6
0.8
0.4

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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

dry soil
partially saturated soil
dehydrated soil
air entrained soil

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

first increases and then decreases with increase in liquid limit
decreases with increase in liquid limit
remains constant at all liquid limits
increases with increase in liquid limit

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