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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

45°
135°
90°
225°

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Soil Mechanics and Foundation
Select the incorrect statement. Effective angle of shearing resistance

is limited to a maximum value of 45°
increases as the soil gradation im-proves
is rarely more than 30° for fine grained soil
increases as the size of particles increases

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Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

17
PI>27
7
0 < PI < 7

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Soil Mechanics and Foundation
Compressibility of sandy soils is

None of these
much greater than that of clayey soils
much less than that of clayey soils
almost equal to that of clayey soils

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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

wet 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
dry of OMC and wet of OMC

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Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

percentage air voids
air content
voids ratio
porosity

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