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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

sand
clayey silt
silt
clay

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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

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

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

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

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Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

between 0 and 1
greater than 1
1
zero

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Soil Mechanics and Foundation
Water content of soil can

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

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Soil Mechanics and Foundation
A pycnometer is used to determine

voids ratio and dry density
water content and specific gravity
specific gravity and dry density
water content and voids ratio

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