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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

90°
135°
225°
45°

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

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

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

assumes the slip surface as an arc of a circle
All of these
is more conservative
neglects the effect of forces acting on the sides of the slices

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

voids ratio
percentage air voids
air content
porosity

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

less at edges compared to middle
None of these
more at edges compared to middle
uniform throughout

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Soil Mechanics and Foundation
Time factor for a clay layer is

independent of thickness of clay layer
a dimensional parameter
directly proportional to permeability of soil
inversely proportional to drainage path

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