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Soil Mechanics and Foundation

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

clay
silt
sand
gravel

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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

-2
2
-0.5
0.5

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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
voids ratio
air content

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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

air entrained soil
dehydrated soil
partially saturated soil
dry soil

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Soil Mechanics and Foundation
Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of

cohesion only
angle of internal friction only
both cohesion and angle of internal friction
both cohesion and angle of internal friction

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Soil Mechanics and Foundation
At liquid limit, all soils possess

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

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