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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The angle that Coulomb’s failure envelope makes with the horizontal is called

angle of repose
cohesion
None of these
angle of internal friction

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

MH
ML
CH
SL

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Soil Mechanics and Foundation
The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively

1.0 kg/cm² and 0.5 kg/cm²
0.5 kg/cm² and 0.5 kg/cm²
zero and zero
0.5 kg/cm² and zero

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Soil Mechanics and Foundation
The clay mineral with the largest swelling and shrinkage characteristics is

None of these
montmorillonite
illite
kaolinite

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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

6 months
12 months
3 months
24 months

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Soil Mechanics and Foundation
Skempton’s pore pressure coefficient B for saturated soil is

between 0 and 1
1
greater than 1 [CS 95]
zero

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