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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

electroosmosis method
deep well system
vacuum method
well ppint system

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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

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

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

0.28
0.028
036
0.036

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

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

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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

1.0 and 0.0
1.0 and 0.5
0.5 and 1.0
0.0 and 1.0

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Soil Mechanics and Foundation
A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

15 mm
between 15 mm and 25 mm
greater than 25 mm
25 mm

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