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Soil Mechanics and Foundation

Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

20.0 kN/m3
18.6 kN/m3
22.0 kN/m3
23.2 kN/m3

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

is more conservative
assumes the slip surface as an arc of a circle
All of these
neglects the effect of forces acting on the sides of the slices

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Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.028
036
0.28
0.036

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

never be greater than unity
take any value greater than zero
take values between 0 and 1 only
be zero

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

S < 0
0 < S < 100
S > 0
0 ≤ S ≤ 100

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Soil Mechanics and Foundation
Select the correct range of density index,1D

ID > 0
1D > 0
0 < 1D < 1
0 ≤ 1D ≤ 1

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