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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

silt
sand
clay
clayey silt

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

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

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Soil Mechanics and Foundation
Highway Research Board (HRB) classification of soils is based on

particle size composition
None of these
plasticity characteristics
both particle size composition and plasticity characteristics

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated drained test
undrained test
consolidated undrained test
drained test

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Soil Mechanics and Foundation
Which of the following methods is more suitable for the determination of permeability of clayey soil ?

horizontal permeability test
falling head method
constant head method
None of these

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Soil Mechanics and Foundation
Effective stress is

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

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