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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

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

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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
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

liquid state
plastic state
solid state
semi-solid state

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

equal to or less than 1
always less than 1
always equal to 1
equal to or gi eater than 1

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Soil Mechanics and Foundation
The angle that Coulomb’s failure envelope makes with the horizontal is called

angle of internal friction
cohesion
angle of repose
None of these

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Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

negative
non-plastic (NP)
zero
1

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