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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

silt
coarse sand
fine sand
clay

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

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Soil Mechanics and Foundation
Water content of soil can

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

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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
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

less than 300 mm
between 750 mm and 1 m
greater than 1 m
between 300 mm and 750 mm

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

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

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