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Soil Mechanics and Foundation

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

0.028
0.036
0.28
036

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Soil Mechanics and Foundation
Toughness index is defined as the ratio of

plasticity index to consistency index
liquidity index to flow index
consistency index to liquidity index
plasticity index to flow index

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Soil Mechanics and Foundation
Total number of stress components at a point within a soil mass loaded at its boundary is

16
3
9
6

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

first increases and then decreases with increase in liquid limit
increases with increase in liquid limit
remains constant at all liquid limits
decreases with increase in liquid limit

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Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

plane and smooth
vertical and rough
plane and rough
vertical and smooth

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

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

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