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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Water content of soil can

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

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

12 months
3 months
24 months
6 months

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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

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

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Soil Mechanics and Foundation
The maximum dry density upto which any soil can be compacted depends upon

both moisture content and amount of compaction energy
amount of compaction energy only
moisture content only
None of these

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Soil Mechanics and Foundation
If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is

0.4
1
0.8
0.6

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Soil Mechanics and Foundation
Select the incorrect statement. Effective angle of shearing resistance

is rarely more than 30° for fine grained soil
increases as the size of particles increases
increases as the soil gradation im-proves
is limited to a maximum value of 45°

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