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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°
45°
90°
0°

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

1
greater than 1
between 0 and 1
zero

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Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

air content
voids ratio
porosity
percentage air voids

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Soil Mechanics and Foundation
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

between 300 mm and 750 mm
between 750 mm and 1 m
greater than 1 m
less than 300 mm

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Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

1.2
0.4
0.6
0.95

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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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