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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

0.28
036
0.036
0.028

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Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

vertical plane only
all planes except horizontal and vertical planes
horizontal plane only
both horizontal and vertical planes

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Soil Mechanics and Foundation
Valid range for n, the percentage voids, is

0 ≤ n ≤ 100
n < 0
n > 0
0 < n < 100

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

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

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Soil Mechanics and Foundation
Residual soils are formed by

water
glaciers
None of these
wind

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

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

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