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Soil Mechanics and Foundation

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

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

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability

decreases by 33.3%
increases by 33.3%
increases by 50%
increases by 25%

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

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

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Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.5 and 1.0
1.0 and 0.0
0.0 and 1.0
1.0 and 0.5

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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
2.0m
1.5m
3m

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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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