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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is

0.8
0.4
1
0.6

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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
clay
silt
gravel

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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
12 months
6 months
24 months

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

percentage air voids
air content
porosity
voids ratio

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

drained test
undrained test
consolidated drained test
consolidated undrained test

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Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

fine sand
silt
coarse sand
clay

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