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Soil Mechanics and Foundation

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
Constant head permeameter is used to test permeability of

clay
fine sand
coarse sand
silt

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

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

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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

90°
135°
45°
225°

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Soil Mechanics and Foundation
Time factor for a clay layer is

independent of thickness of clay layer
inversely proportional to drainage path
a dimensional parameter
directly proportional to permeability of soil

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Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

effective stress with depth
pore water pressure with time
pore water pressure with depth
effective stress with time

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