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Soil Mechanics and Foundation

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
0.0 and 1.0
0.5 and 1.0

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Soil Mechanics and Foundation
The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

the method of taking observations
the principle of test
All of these
the method of preparation of soil suspension

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Soil Mechanics and Foundation
Allowable bearing pressure for a foundation depends upon

both allowable settlement and ultimate bearing capacity
allowable settlement only
ultimate bearing capacity of soil only
none of above

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

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

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Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

clay
clayey silt
sand
silt

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Soil Mechanics and Foundation
Time factor for a clay layer is

independent of thickness of clay layer
inversely proportional to drainage path
a dimensional parameter
directly proportional to permeability of soil

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