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Soil Mechanics and Foundation

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

electroosmosis method
vacuum method
deep well system
well ppint system

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Soil Mechanics and Foundation
In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear

increases
decreases
first increases and then decreases
remains unchanged

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Soil Mechanics and Foundation
A fully saturated soil is said to be

one phase system
two phase system with soil and air
two phase system with soil and water
three phase system

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Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

greater than 1
1
zero
between 0 and 1

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Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

All listed here
Repose line
Natural slope line
The φ line

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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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