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Soil Mechanics and Foundation

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

0.95
0.6
0.4
1.2

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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

225°
45°
90°
135°

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Soil Mechanics and Foundation
Residual soils are formed by

None of these
wind
water
glaciers

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Soil Mechanics and Foundation
Sand particles are made of

kaolinite
rock minerals
montmorillonite
illite

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Soil Mechanics and Foundation
At liquid limit, all soils possess

different shear strengths of small magnitude
same shear strength of large magnitude
different shear strengths of large magnitude
same shear strength of small magnitude

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Soil Mechanics and Foundation
Allowable bearing pressure for a foundation depends upon

both allowable settlement and ultimate bearing capacity
none of above
allowable settlement only
ultimate bearing capacity of soil only

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