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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

SL
ML
MH
CH

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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
Total number of stress components at a point within a soil mass loaded at its boundary is

9
3
16
6

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Soil Mechanics and Foundation
If the permeability of a soil is 0.8 mm/sec, the type of soil is

clay
silt
gravel
sand

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Soil Mechanics and Foundation
A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

None of these
40 mm
20 mm
10 mm

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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 25%
increases by 50%

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