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Soil Mechanics and Foundation

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

clay
gravel
sand
silt

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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
Unconfmed compressive strength test is

consolidated undrained test
undrained test
consolidated drained test
drained test

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

0.6
0.4
0.8
1

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Soil Mechanics and Foundation
Total number of stress components at a point within a soil mass loaded at its boundary is

3
16
9
6

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Soil Mechanics and Foundation
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as

dry of OMC and dry of OMC where OMC is optimum moisture content
dry of OMC and wet of OMC
wet of OMC and dry of OMC
wet of OMC and wet of OMC

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