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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

vertical and rough
vertical and smooth
plane and rough
plane and smooth

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

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

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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

Repose line
Natural slope line
The φ line
All listed here

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

036
0.036
0.28
0.028

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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

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

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Soil Mechanics and Foundation
The angle that Coulomb’s failure envelope makes with the horizontal is called

angle of internal friction
angle of repose
cohesion
None of these

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