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Soil Mechanics and Foundation

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

silt
clay
fine sand
coarse sand

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

liquid limit
plasticity index
shrinkage limit
plastic limit

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

n < 0
n > 0
0 < n < 100
0 ≤ n ≤ 100

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Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.028
0.036
036
0.28

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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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Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

negative
zero
1
non-plastic (NP)

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