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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

semi-solid state
plastic state
liquid state
solid state

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Soil Mechanics and Foundation
A pycnometer is used to determine

water content and voids ratio
water content and specific gravity
voids ratio and dry density
specific gravity and dry density

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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
plane and smooth
vertical and rough

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Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

effective stress with time
pore water pressure with depth
pore water pressure with time
effective stress with depth

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Soil Mechanics and Foundation
Compressibility of sandy soils is

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

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

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

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