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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.0 and 1.0
0.5 and 1.0
1.0 and 0.0
1.0 and 0.5

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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

0 < PI < 7
7
17
PI>27

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

1
3
43833
43832

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

both cohesion and angle of internal friction
cohesion only
angle of internal friction only
both cohesion and angle of internal friction

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Soil Mechanics and Foundation
Total number of stress components at a point within a soil mass loaded at its boundary is

6
3
9
16

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Soil Mechanics and Foundation
Sand particles are made of

kaolinite
montmorillonite
illite
rock minerals

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