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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

sand
clayey silt
silt
clay

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Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

225°
90°
135°
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

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

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Soil Mechanics and Foundation
In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear

decreases
first increases and then decreases
remains unchanged
increases

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

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

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Soil Mechanics and Foundation
If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is

0.6
0.4
1
0.8

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