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Soil Mechanics and Foundation

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

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

1.2
0.4
0.6
0.95

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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

24 months
3 months
12 months
6 months

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Soil Mechanics and Foundation
Effective stress is

All of these
the stress at particles contact
important because it is a function of engineering properties of soil
a physical parameter that can be measured

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

undrained test
drained test
consolidated undrained test
consolidated drained test

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Soil Mechanics and Foundation
If the permeability of a soil is 0.8 mm/sec, the type of soil is

sand
silt
clay
gravel

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