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Soil Mechanics and Foundation

Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

non-plastic (NP)
zero
1
negative

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Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

1.0 and 0.5
0.5 and 1.0
0.0 and 1.0
1.0 and 0.0

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Soil Mechanics and Foundation
At liquid limit, all soils possess

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

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Soil Mechanics and Foundation
Effective stress is

a physical parameter that can be measured
important because it is a function of engineering properties of soil
the stress at particles contact
All of these

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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

90°
45°
0°
22.5°

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Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

air entrained soil
dry soil
partially saturated soil
dehydrated soil

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