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Soil Mechanics and Foundation

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

air entrained soil
dry soil
dehydrated soil
partially saturated soil

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

remains constant at all liquid limits
first increases and then decreases with increase in liquid limit
increases with increase in liquid limit
decreases with increase in liquid limit

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

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

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

All of these
assumes the slip surface as an arc of a circle
neglects the effect of forces acting on the sides of the slices
is more conservative

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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
0.18 m3/sec
0.0045 m3/sec
0.00018 nrVsec

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

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

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