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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Coarse grained soils are best compacted by a

vibratory roller
drum roller
rubber tyred roller
sheep’s foot roller

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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
If the permeability of a soil is 0.8 mm/sec, the type of soil is

clay
gravel
sand
silt

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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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Soil Mechanics and Foundation
Bishop’s method of stability analysis

is more conservative
All of these
neglects the effect of forces acting on the sides of the slices
assumes the slip surface as an arc of a circle

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Soil Mechanics and Foundation
Coefficient of permeability of soil

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

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