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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

silt
sand
clay
clayey silt

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

Temperature correction
Meniscus correction
Temperature, meniscus and dispersing agent corrections
Dispersing agent correction

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Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

Natural slope line
Repose line
All listed here
The φ line

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

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

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

0 ≤ n ≤ 100
0 < n < 100
n > 0
n < 0

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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

22.5°
0°
90°
45°

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