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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

43832
1
43833
3

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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
plastic state
semi-solid state
solid state

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

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

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Soil Mechanics and Foundation
Which of the following methods is more suitable for the determination of permeability of clayey soil ?

horizontal permeability test
constant head method
None of these
falling head method

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

0.036
0.28
0.028
036

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Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

MH
CH
SL
ML

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