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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

45°
135°
90°
225°

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Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

independent of specific gravity of soil
greater than specific gravity of soil
less than specific gravity of soil
equal to specific gravity of soil

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

0.036
0.28
0.028
036

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Soil Mechanics and Foundation
Coefficient of permeability of soil

None of these
increases with the increase in temperature
increases with the decrease in temperature
does not depend upon temperature

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Soil Mechanics and Foundation
Select the incorrect statement. Effective angle of shearing resistance

increases as the soil gradation im-proves
increases as the size of particles increases
is rarely more than 30° for fine grained soil
is limited to a maximum value of 45°

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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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