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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

135°
90°
225°
45°

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Soil Mechanics and Foundation
The maximum dry density upto which any soil can be compacted depends upon

None of these
moisture content only
amount of compaction energy only
both moisture content and amount of compaction energy

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Soil Mechanics and Foundation
A grillage foundation

Is treated as spread foundation
All of these
Consists of two sets of perpendicularly placed steel beams
Is provided for heavily loaded isolated columns

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

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

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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
3 months
24 months
12 months

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Soil Mechanics and Foundation
Residual soils are formed by

glaciers
None of these
wind
water

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