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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

well ppint system
deep well system
electroosmosis method
vacuum method

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Soil Mechanics and Foundation
Sand particles are made of

illite
montmorillonite
rock minerals
kaolinite

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Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

20.0 kN/m3
23.2 kN/m3
18.6 kN/m3
22.0 kN/m3

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Soil Mechanics and Foundation
The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

the method of taking observations
the principle of test
the method of preparation of soil suspension
All of these

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Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

clay
gravel
silt
sand

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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
3 months
12 months
24 months

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