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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

plastic state
solid state
liquid state
semi-solid state

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a soil is

directly proportional to the voids ratio
inversely proportional to the compression index
None of these
directly proportional to the compression index

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Soil Mechanics and Foundation
Time factor for a clay layer is

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

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

43832
43833
1
3

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Soil Mechanics and Foundation
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

between 300 mm and 750 mm
greater than 1 m
between 750 mm and 1 m
less than 300 mm

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