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Soil Mechanics and Foundation

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

CH
MH
SL
ML

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

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

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

0.95
0.4
1.2
0.6

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

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

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Soil Mechanics and Foundation
Effective stress is

the stress at particles contact
a physical parameter that can be measured
important because it is a function of engineering properties of soil
All of these

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Soil Mechanics and Foundation
Coarse grained soils are best compacted by a

vibratory roller
rubber tyred roller
sheep’s foot roller
drum roller

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