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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Total number of stress components at a point within a soil mass loaded at its boundary is

16
3
6
9

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively.If other things remain constant, the coefficient of permeability

increases by 25%
increases by 33.3%
increases by 50%
decreases by 33.3%

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

CH
ML
SL
MH

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Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

18.6 kN/m3
20.0 kN/m3
23.2 kN/m3
22.0 kN/m3

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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
sand bath method
calcium carbide method
oven drying method

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

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

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