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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

1.2
0.4
0.6
0.95

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Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

1
43833
43832
3

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Soil Mechanics and Foundation
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as

wet of OMC and dry of OMC
dry of OMC and wet of OMC
dry of OMC and dry of OMC where OMC is optimum moisture content
wet of OMC and wet of OMC

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Soil Mechanics and Foundation
In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear

increases
remains unchanged
decreases
first increases and then decreases

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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
12 months
3 months
6 months

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Soil Mechanics and Foundation
Which one of the following clays behaves like a dense sand ?

over-consolidated clay with a low over-consolidation ratio
normally consolidated clay
under-consolidated clay
over-consolidated ciay with a high over-consolidation ratio

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