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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

clay
silt
clayey silt
sand

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

SL
CH
MH
ML

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

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

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Soil Mechanics and Foundation
Residual soils are formed by

None of these
water
glaciers
wind

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

24 months
6 months
12 months
3 months

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Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

plane and rough
vertical and smooth
vertical and rough
plane and smooth

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