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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

silt
fine sand
coarse sand
clay

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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
porosity
voids ratio

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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

135°
45°
225°
90°

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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
Shear strength of a soil is a unique function of

None of these
both effective stress and total stress
total stress only
effective stress only

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Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

1.5m
1.0m
2.0m
3m

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