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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

clay
coarse sand
silt
fine sand

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Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

dry soil
air entrained soil
dehydrated soil
partially saturated soil

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

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

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Soil Mechanics and Foundation
Which of the following methods is most accurate for the determination of the water content of soil ?

sand bath method
pycnometer method
oven drying method
calcium carbide method

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

24 months
6 months
12 months
3 months

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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

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

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