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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.028
0.28
036
0.036

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Soil Mechanics and Foundation
Effective stress is

All of these
a physical parameter that can be measured
the stress at particles contact
important because it is a function of engineering properties of soil

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

All of these
neglects the effect of forces acting on the sides of the slices
assumes the slip surface as an arc of a circle
is more conservative

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Soil Mechanics and Foundation
Coefficient of permeability of soil

increases with the increase in temperature
does not depend upon temperature
increases with the decrease in temperature
None of these

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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

Natural slope line
Repose line
The φ line
All listed here

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

more at edges compared to middle
uniform throughout
None of these
less at edges compared to middle

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