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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

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

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Soil Mechanics and Foundation
Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of

cohesion only
both cohesion and angle of internal friction
both cohesion and angle of internal friction
angle of internal friction 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
both moisture content and amount of compaction energy
moisture content only

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Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

17
7
PI>27
0 < PI < 7

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Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

liquid state
semi-solid state
solid state
plastic state

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Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

0.4
1.2
0.95
0.6

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