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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.5 and 1.0
1.0 and 0.0
1.0 and 0.5
0.0 and 1.0

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

gravel
silt
sand
clay

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Soil Mechanics and Foundation
Residual soils are formed by

glaciers
wind
None of these
water

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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

0°
45°
90°
22.5°

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

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

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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

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

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