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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

voids ratio
porosity
air content
percentage air voids

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Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

pore water pressure with time
pore water pressure with depth
effective stress with depth
effective stress with time

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Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

0.4
0.95
0.6
1.2

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Soil Mechanics and Foundation
At liquid limit, all soils possess

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

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

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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

dehydrated soil
air entrained soil
dry soil
partially saturated soil

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