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Soil Mechanics and Foundation

Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

PI>27
17
0 < PI < 7
7

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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
During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is

0.5
-2
2
-0.5

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Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

sand
clay
gravel
silt

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

percentage air voids
porosity
air content
voids ratio

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Soil Mechanics and Foundation
Compressibility of sandy soils is

much less than that of clayey soils
almost equal to that of clayey soils
much greater than that of clayey soils
None of these

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