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Soil Mechanics and Foundation

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

ML
CH
MH
SL

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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
Time factor for a clay layer is

inversely proportional to drainage path
directly proportional to permeability of soil
independent of thickness of clay layer
a dimensional parameter

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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

90°
225°
135°
45°

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

0.6
0.4
1.2
0.95

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Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

silt
clay
gravel
sand

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