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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

90°
45°
22.5°
0°

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

illite
kaolinite
montmorillonite
None of these

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Soil Mechanics and Foundation
Valid range for n, the percentage voids, is

n > 0
0 ≤ n ≤ 100
n < 0
0 < n < 100

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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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Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

18.6 kN/m3
20.0 kN/m3
23.2 kN/m3
22.0 kN/m3

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Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

both horizontal and vertical planes
horizontal plane only
vertical plane only
all planes except horizontal and vertical planes

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