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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

zero
1
between 0 and 1
greater than 1

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

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

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Soil Mechanics and Foundation
Direct measurement of permeability of the specimen at any stage of loading can be made

only in floating ring type consolido-meter
None of these
both (A) and (B)
only in fixed ring type consolido-meter

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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

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

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively.If other things remain constant, the coefficient of permeability

increases by 25%
increases by 50%
increases by 33.3%
decreases by 33.3%

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Soil Mechanics and Foundation
Time factor for a clay layer is

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

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