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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

43833
3
43832
1

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Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

sand
silt
clayey silt
clay

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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

PI>27
7
0 < PI < 7
17

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

40%
30%
50%
20%

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Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

pore water pressure with depth
effective stress with time
effective stress with depth
pore water pressure with time

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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

solid state
plastic state
semi-solid state
liquid state

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