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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

0.95
1.2
0.6
0.4

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Soil Mechanics and Foundation
According to IS classification, the range of silt size particles is

0.075 mm to 0.002 mm
2.00 mm to 0.425 mm
4.75 mm to 2.00 mm
0.425 mm to 0.075 mm

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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

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

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

None of these
more at edges compared to middle
uniform throughout
less at edges compared to middle

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Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

1.0m
1.5m
3m
2.0m

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Soil Mechanics and Foundation
Total number of stress components at a point within a soil mass loaded at its boundary is

3
6
16
9

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