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Soil Mechanics and Foundation

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

0.028
0.28
036
0.036

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Soil Mechanics and Foundation
At liquid limit, all soils possess

different shear strengths of small magnitude
same shear strength of small magnitude
different shear strengths of large magnitude
same shear strength of large magnitude

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

22.0 kN/m3
20.0 kN/m3
18.6 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
Allowable bearing pressure for a foundation depends upon

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

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Soil Mechanics and Foundation
Toughness index is defined as the ratio of

consistency index to liquidity index
liquidity index to flow index
plasticity index to flow index
plasticity index to consistency index

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