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Soil Mechanics and Foundation

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

0.4
1
0.8
0.6

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Soil Mechanics and Foundation
At liquid limit, all soils possess

different shear strengths of large magnitude
different shear strengths of small magnitude
same shear strength of large magnitude
same shear strength of small magnitude

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Soil Mechanics and Foundation
Terzaghi’s theory of one dimensional consolidation assumes

All listed here
Soil is homogeneous and fully saturated
Water and soil particles are incompressible
Deformation of the soil, is entirely due to change in volume

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Soil Mechanics and Foundation
Highway Research Board (HRB) classification of soils is based on

plasticity characteristics
None of these
both particle size composition and plasticity characteristics
particle size composition

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Soil Mechanics and Foundation
A grillage foundation

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

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Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

less than specific gravity of soil
greater than specific gravity of soil
equal to specific gravity of soil
independent of specific gravity of soil

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