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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Sand particles are made of

illite
montmorillonite
kaolinite
rock minerals

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

never be greater than unity
take values between 0 and 1 only
take any value greater than zero
be zero

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Soil Mechanics and Foundation
Coefficient of permeability of soil

increases with the increase in temperature
does not depend upon temperature
increases with the decrease in temperature
None of these

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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
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
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

7
0 < PI < 7
17
PI>27

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