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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)
negative
zero
1

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Soil Mechanics and Foundation
If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is

0.4
0.6
1
0.8

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

decreases with increase in liquid limit
increases with increase in liquid limit
remains constant at all liquid limits
first increases and then decreases with increase in liquid limit

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Soil Mechanics and Foundation
Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of

both cohesion and angle of internal friction
cohesion only
angle of internal friction only
both cohesion and angle of internal friction

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Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

036
0.28
0.028
0.036

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Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

sand
silt
clay
gravel

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