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Soil Mechanics and Foundation

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

2.0m
1.0m
1.5m
3m

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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
voids ratio
air content
porosity

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Soil Mechanics and Foundation
A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

None of these
20 mm
40 mm
10 mm

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Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

gravel
silt
sand
clay

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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

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

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Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

electroosmosis method
well ppint system
vacuum method
deep well system

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