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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Water content of soil can

take values only from 0 % to 100 %
be greater than 100 %
be less than 0 %
never be greater than 100 %

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Soil Mechanics and Foundation
Skempton’s pore pressure coefficient B for saturated soil is

1
between 0 and 1
zero
greater than 1 [CS 95]

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Soil Mechanics and Foundation
Residual soils are formed by

wind
None of these
water
glaciers

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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

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

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

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

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

0 ≤ S ≤ 100
S < 0
S > 0
0 < S < 100

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