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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

SL
ML
CH
MH

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Soil Mechanics and Foundation
Time factor for a clay layer is

a dimensional parameter
independent of thickness of clay layer
inversely proportional to drainage path
directly proportional to permeability of soil

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a soil is

directly proportional to the compression index
None of these
inversely proportional to the compression index
directly proportional to the voids ratio

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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

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

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

take any value greater than zero
never be greater than unity
take values between 0 and 1 only
be zero

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Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

1
non-plastic (NP)
zero
negative

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