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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.0 and 1.0
1.0 and 0.5
1.0 and 0.0
0.5 and 1.0

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

drained test
consolidated drained test
consolidated undrained test
undrained test

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Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

plasticity index
liquid limit
shrinkage limit
plastic limit

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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
12 months
3 months
24 months

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Soil Mechanics and Foundation
Which of the following methods is more suitable for the determination of permeability of clayey soil ?

falling head method
None of these
constant head method
horizontal permeability test

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Soil Mechanics and Foundation
Highway Research Board (HRB) classification of soils is based on

both particle size composition and plasticity characteristics
plasticity characteristics
particle size composition
None of these

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