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Soil Mechanics and Foundation

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

0.036
0.28
036
0.028

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Soil Mechanics and Foundation
Water content of soil can

be greater than 100 %
never be greater than 100 %
be less than 0 %
take values only from 0 % to 100 %

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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
43833
43832
3

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Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

45°
0°
90°
22.5°

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Soil Mechanics and Foundation
Coefficient of consolidation of a soil is affected by

compressibility
both compressibility and permeability
permeability
None of these

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

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

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