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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

shrinkage limit
plastic limit
liquid limit
plasticity index

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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
Sand particles are made of

rock minerals
montmorillonite
illite
kaolinite

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Soil Mechanics and Foundation
The angle that Coulomb’s failure envelope makes with the horizontal is called

cohesion
None of these
angle of internal friction
angle of repose

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Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

The φ line
All listed here
Natural slope line
Repose line

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Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

135°
225°
90°
45°

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