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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

liquid state
solid state
semi-solid state
plastic state

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Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

dry soil
partially saturated soil
air entrained soil
dehydrated soil

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

30%
50%
40%
20%

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a soil is

None of these
directly proportional to the voids ratio
directly proportional to the compression index
inversely proportional to the compression index

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

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

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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

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

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