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Soil Mechanics and Foundation

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

0.6
0.95
0.4
1.2

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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
15 mm
50 mm
167 mm

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Soil Mechanics and Foundation
Select the correct range of density index,1D

0 ≤ 1D ≤ 1
1D > 0
ID > 0
0 < 1D < 1

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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
three phase system
two phase system with soil and air

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Soil Mechanics and Foundation
If the permeability of a soil is 0.8 mm/sec, the type of soil is

gravel
silt
sand
clay

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Soil Mechanics and Foundation
Select the incorrect statement. Effective angle of shearing resistance

is rarely more than 30° for fine grained soil
is limited to a maximum value of 45°
increases as the soil gradation im-proves
increases as the size of particles increases

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