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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

45°
22.5°
90°
0°

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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

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

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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

43833
3
43832
1

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Soil Mechanics and Foundation
The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively

0.5 kg/cm² and 0.5 kg/cm²
zero and zero
0.5 kg/cm² and zero
1.0 kg/cm² and 0.5 kg/cm²

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Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

solid state
semi-solid state
liquid state
plastic state

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Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

ML
MH
CH
SL

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