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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.0 and 1.0
1.0 and 0.0
1.0 and 0.5
0.5 and 1.0

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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
0.00018 nrVsec
0.0045 m3/sec
0.18 m3/sec

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Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

shrinkage limit
liquid limit
plasticity index
plastic limit

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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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Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated undrained test
consolidated drained test
drained test
undrained test

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Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents

two phase system with soil and water
three phase system
two phase system with soil and air
one phase system

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