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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

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

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Soil Mechanics and Foundation
During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is

-0.5
-2
0.5
2

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a soil is

directly proportional to the compression index
inversely proportional to the compression index
directly proportional to the voids ratio
None of these

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Soil Mechanics and Foundation
Dispersed type of soil structure is an arrangement comprising particles having

edge to edge orientation
All of these
face to face or parallel orientation
edge to face orientation

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Soil Mechanics and Foundation
Terzaghi’s theory of one dimensional consolidation assumes

Soil is homogeneous and fully saturated
Water and soil particles are incompressible
Deformation of the soil, is entirely due to change in volume
All listed here

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Soil Mechanics and Foundation
Total number of stress components at a point within a soil mass loaded at its boundary is

3
6
16
9

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