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Soil Mechanics and Foundation

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

0.4
0.6
1.2
0.95

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Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents

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

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

0 ≤ S ≤ 100
S < 0
S > 0
0 < S < 100

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

CH
SL
MH
ML

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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

167 mm
50 mm
15 mm
30 mm

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated undrained test
undrained test
drained test
consolidated drained test

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