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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

2.0m
1.0m
3m
1.5m

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Soil Mechanics and Foundation
Water content of soil can

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

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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

zero
1
negative
non-plastic (NP)

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Soil Mechanics and Foundation
Select the correct range of density index,1D

ID > 0
1D > 0
0 < 1D < 1
0 ≤ 1D ≤ 1

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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

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

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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
greater than 25 mm
15 mm

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