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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

S < 0
0 ≤ S ≤ 100
S > 0
0 < S < 100

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

Temperature correction
Dispersing agent correction
Temperature, meniscus and dispersing agent corrections
Meniscus correction

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Soil Mechanics and Foundation
The flownet for an earthen dam with 30 m water depth consists of 25 potential drops and 5 flow channels. The coefficient of permeability of dam material is 0.03 mm/sec. The discharge per meter length of dam is

0.1125 m3/sec
0.0045 m3/sec
0.18 m3/sec
0.00018 nrVsec

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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

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

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Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

both horizontal and vertical planes
all planes except horizontal and vertical planes
horizontal plane only
vertical plane only

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Soil Mechanics and Foundation
Water content of soil can

never be greater than 100 %
take values only from 0 % to 100 %
be greater than 100 %
be less than 0 %

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