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Soil Mechanics and Foundation

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

22.5°
0°
90°
45°

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Soil Mechanics and Foundation
A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

between 15 mm and 25 mm
25 mm
greater than 25 mm
15 mm

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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 0.5
0.0 and 1.0
1.0 and 0.0
0.5 and 1.0

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively.If other things remain constant, the coefficient of permeability

increases by 50%
decreases by 33.3%
increases by 33.3%
increases by 25%

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

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

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Soil Mechanics and Foundation
If the permeability of a soil is 0.8 mm/sec, the type of soil is

gravel
sand
clay
silt

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