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Soil Mechanics and Foundation

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

well ppint system
vacuum method
deep well system
electroosmosis method

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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
If the shearing stress is zero on two planes, then the angle between the two planes is

45°
225°
90°
135°

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

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Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

air entrained soil
dry soil
partially saturated soil
dehydrated soil

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Soil Mechanics and Foundation
Which one of the following clays behaves like a dense sand ?

under-consolidated clay
over-consolidated clay with a low over-consolidation ratio
normally consolidated clay
over-consolidated ciay with a high over-consolidation ratio

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