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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.5 and 1.0
1.0 and 0.0
1.0 and 0.5
0.0 and 1.0

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

Temperature correction
Dispersing agent correction
Meniscus correction
Temperature, meniscus and dispersing agent corrections

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

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

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Soil Mechanics and Foundation
Compressibility of sandy soils is

much less than that of clayey soils
None of these
almost equal to that of clayey soils
much greater than that of clayey soils

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

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

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Soil Mechanics and Foundation
If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is

0.4
0.6
0.8
1

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