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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

zero
between 0 and 1
1
greater than 1

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Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

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

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated undrained test
drained test
undrained test
consolidated drained test

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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

43832
3
1
43833

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Soil Mechanics and Foundation
A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

None of these
40 mm
10 mm
20 mm

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Soil Mechanics and Foundation
Physical properties of a permeant which influence permeability are

both viscosity and unit weight
unit weight only
viscosity only
None of these

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