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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

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

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

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

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

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

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Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

23.2 kN/m3
18.6 kN/m3
22.0 kN/m3
20.0 kN/m3

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

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

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Soil Mechanics and Foundation
The clay mineral with the largest swelling and shrinkage characteristics is

montmorillonite
None of these
illite
kaolinite

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