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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

ML
CH
MH
SL

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

sand
clay
silt
clayey silt

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

zero
negative
non-plastic (NP)
1

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

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

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

3 months
24 months
12 months
6 months

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Soil Mechanics and Foundation
Select the incorrect statement. Effective angle of shearing resistance

is limited to a maximum value of 45°
is rarely more than 30° for fine grained soil
increases as the size of particles increases
increases as the soil gradation im-proves

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