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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

0.95
0.6
0.4
1.2

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Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

greater than 0.2 mm
less than 0.0002 mm
between 0.2 mm and 0.0002 mm
All of these

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Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

7
PI>27
0 < PI < 7
17

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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

6 months
24 months
3 months
12 months

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

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

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Soil Mechanics and Foundation
Direct measurement of permeability of the specimen at any stage of loading can be made

only in fixed ring type consolido-meter
only in floating ring type consolido-meter
None of these
both (A) and (B)

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