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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Sand particles are made of

illite
montmorillonite
kaolinite
rock minerals

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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

30 mm
167 mm
15 mm
50 mm

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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
1
0.8
0.4

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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

45°
135°
90°
225°

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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
A fully saturated soil is said to be

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

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