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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

vertical and rough
plane and smooth
plane and rough
vertical and smooth

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

45°
225°
135°
90°

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Soil Mechanics and Foundation
The maximum dry density upto which any soil can be compacted depends upon

None of these
amount of compaction energy only
moisture content only
both moisture content and amount of compaction energy

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

clay
silt
sand
clayey silt

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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

PI>27
17
7
0 < PI < 7

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Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

vertical plane only
both horizontal and vertical planes
horizontal plane only
all planes except horizontal and vertical planes

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