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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.5 and 1.0
0.0 and 1.0
1.0 and 0.5
1.0 and 0.0

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Soil Mechanics and Foundation
Total number of stress components at a point within a soil mass loaded at its boundary is

16
3
9
6

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Soil Mechanics and Foundation
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

greater than 1 m
less than 300 mm
between 300 mm and 750 mm
between 750 mm and 1 m

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Soil Mechanics and Foundation
Water content of soil can

be greater than 100 %
never be greater than 100 %
take values only from 0 % to 100 %
be less than 0 %

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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
1
zero
non-plastic (NP)

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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

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

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