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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

45°
22.5°
0°
90°

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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
increases as the size of particles increases
is rarely more than 30° for fine grained soil

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

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

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

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

undrained test
consolidated undrained test
drained test
consolidated drained test

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Soil Mechanics and Foundation
Allowable bearing pressure for a foundation depends upon

allowable settlement only
both allowable settlement and ultimate bearing capacity
ultimate bearing capacity of soil only
none of above

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