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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

036
0.036
0.028
0.28

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Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

None of these
both the above
falling head method
constant head method

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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
0.5 and 1.0
1.0 and 0.0
1.0 and 0.5

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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
The ratio of volume of voids to the total volume of soil mass is called

air content
porosity
voids ratio
percentage air voids

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Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

CH
ML
MH
SL

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