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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Select the correct range of density index,1D

0 < 1D < 1
ID > 0
0 ≤ 1D ≤ 1
1D > 0

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Soil Mechanics and Foundation
The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

the method of preparation of soil suspension
the principle of test
All of these
the method of taking observations

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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

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

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

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

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Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

225°
45°
135°
90°

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Soil Mechanics and Foundation
Dispersed type of soil structure is an arrangement comprising particles having

All of these
edge to face orientation
edge to edge orientation
face to face or parallel orientation

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