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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

voids ratio
air content
porosity
percentage air voids

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Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

2.0m
3m
1.0m
1.5m

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Soil Mechanics and Foundation
The clay mineral with the largest swelling and shrinkage characteristics is

None of these
montmorillonite
kaolinite
illite

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Soil Mechanics and Foundation
Select the correct range of density index,1D

ID > 0
0 ≤ 1D ≤ 1
0 < 1D < 1
1D > 0

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

undrained test
drained test
consolidated drained test
consolidated undrained test

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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

3 months
6 months
12 months
24 months

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