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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
electroosmosis method
vacuum method
deep well system

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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°
90°
135°
225°

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Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

liquid limit
plasticity index
plastic limit
shrinkage limit

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Soil Mechanics and Foundation
Dispersed type of soil structure is an arrangement comprising particles having

face to face or parallel orientation
edge to edge orientation
All of these
edge to face orientation

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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
effective stress only
total stress only

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Soil Mechanics and Foundation
The maximum dry density upto which any soil can be compacted depends upon

amount of compaction energy only
None of these
moisture content only
both moisture content and amount of compaction energy

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