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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

1.0m
2.0m
1.5m
3m

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Soil Mechanics and Foundation
If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is

1
0.4
0.6
0.8

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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 33.3%
increases by 50%
decreases by 33.3%

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

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

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

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

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Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

well ppint system
deep well system
electroosmosis method
vacuum method

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