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Soil Mechanics and Foundation

Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

PI>27
0 < PI < 7
17
7

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Soil Mechanics and Foundation
According to IS classification, the range of silt size particles is

0.425 mm to 0.075 mm
2.00 mm to 0.425 mm
4.75 mm to 2.00 mm
0.075 mm to 0.002 mm

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Soil Mechanics and Foundation
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as

wet of OMC and wet of OMC
wet of OMC and dry of OMC
dry of OMC and wet of OMC
dry of OMC and dry of OMC where OMC is optimum moisture content

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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

24 months
6 months
3 months
12 months

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Soil Mechanics and Foundation
Which of the following methods is most accurate for the determination of the water content of soil ?

pycnometer method
oven drying method
calcium carbide method
sand bath method

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

ML
MH
SL
CH

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