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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Shear strength of a soil is a unique function of

None of these
both effective stress and total stress
total stress only
effective stress only

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a soil is

directly proportional to the compression index
directly proportional to the voids ratio
None of these
inversely proportional to the compression index

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Soil Mechanics and Foundation
Which of the following methods is most accurate for the determination of the water content of soil ?

calcium carbide method
oven drying method
pycnometer method
sand bath method

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Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

7
17
PI>27
0 < PI < 7

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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

greater than 25 mm
25 mm
15 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

43832
3
43833
1

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