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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The clay mineral with the largest swelling and shrinkage characteristics is

kaolinite
None of these
illite
montmorillonite

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

clay
silt
coarse sand
fine sand

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Soil Mechanics and Foundation
Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of

angle of internal friction only
both cohesion and angle of internal friction
both cohesion and angle of internal friction
cohesion only

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

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

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Soil Mechanics and Foundation
The maximum dry density upto which any soil can be compacted depends upon

both moisture content and amount of compaction energy
amount of compaction energy only
None of these
moisture content only

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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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