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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

0°
22.5°
90°
45°

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

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

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Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

zero
between 0 and 1
greater than 1
1

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Soil Mechanics and Foundation
Time factor for a clay layer is

directly proportional to permeability of soil
inversely proportional to drainage path
a dimensional parameter
independent of thickness of clay layer

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

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

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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
9
16

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