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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Which of the following is a measure of particle size range ?

effective size
uniformity coefficient
None of these
coefficient of curvature

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Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

constant head method
None of these
falling head method
both the above

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

coarse sand
fine sand
clay
silt

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

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

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Soil Mechanics and Foundation
During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is

-2
2
-0.5
0.5

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Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

clayey silt
clay
sand
silt

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