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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
0.28
0.028

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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

24 months
6 months
12 months
3 months

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

S < 0
0 ≤ S ≤ 100
0 < S < 100
S > 0

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

silt
sand
gravel
clay

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Soil Mechanics and Foundation
Terzaghi’s theory of one dimensional consolidation assumes

All listed here
Soil is homogeneous and fully saturated
Deformation of the soil, is entirely due to change in volume
Water and soil particles are incompressible

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Soil Mechanics and Foundation
The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

All of these
the method of preparation of soil suspension
the method of taking observations
the principle of test

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