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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

1
43833
43832
3

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Soil Mechanics and Foundation
Compressibility of sandy soils is

much less than that of clayey soils
almost equal to that of clayey soils
None of these
much greater than that of clayey soils

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Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

All listed here
Repose line
The φ line
Natural slope line

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

equal to or gi eater than 1
equal to or less than 1
always less than 1
always equal to 1

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Soil Mechanics and Foundation
A fully saturated soil is said to be

three phase system
two phase system with soil and air
two phase system with soil and water
one phase system

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Soil Mechanics and Foundation
A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

15 mm
50 mm
30 mm
167 mm

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