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Soil Mechanics and Foundation

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

45°
135°
225°
90°

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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

Natural slope line
Repose line
All listed here
The φ line

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Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

clay
silt
fine sand
coarse sand

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

increases with increase in liquid limit
first increases and then decreases with increase in liquid limit
remains constant at all liquid limits
decreases with increase in liquid limit

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

None of these
coefficient of curvature
uniformity coefficient
effective size

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Soil Mechanics and Foundation
A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

25 mm
15 mm
greater than 25 mm
between 15 mm and 25 mm

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