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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The clay mineral with the largest swelling and shrinkage characteristics is

None of these
montmorillonite
kaolinite
illite

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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
0.5
2
-0.5

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Soil Mechanics and Foundation
A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

40 mm
None of these
10 mm
20 mm

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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
Natural slope line
All listed here
Repose line

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

0 < S < 100
S < 0
0 ≤ S ≤ 100
S > 0

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Soil Mechanics and Foundation
Which of the following is a measure of particle size range ?

uniformity coefficient
effective size
coefficient of curvature
None of these

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