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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Coefficient of consolidation of a soil is affected by

both compressibility and permeability
None of these
permeability
compressibility

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Soil Mechanics and Foundation
The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively

0.5 kg/cm² and zero
0.5 kg/cm² and 0.5 kg/cm²
zero and zero
1.0 kg/cm² and 0.5 kg/cm²

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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

0.6
0.4
1
0.8

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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

-0.5
0.5
-2
2

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Soil Mechanics and Foundation
Highway Research Board (HRB) classification of soils is based on

None of these
particle size composition
both particle size composition and plasticity characteristics
plasticity characteristics

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Soil Mechanics and Foundation
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as

dry of OMC and wet of OMC
wet of OMC and dry of OMC
dry of OMC and dry of OMC where OMC is optimum moisture content
wet of OMC and wet of OMC

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