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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

between 0.2 mm and 0.0002 mm
All of these
less than 0.0002 mm
greater than 0.2 mm

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

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

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Soil Mechanics and Foundation
At liquid limit, all soils possess

different shear strengths of small magnitude
different shear strengths of large magnitude
same shear strength of small magnitude
same shear strength of large magnitude

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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
0.00018 nrVsec
0.18 m3/sec
0.0045 m3/sec

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Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

plastic state
liquid state
solid state
semi-solid state

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Soil Mechanics and Foundation
A retaining wall 6m high supports a backfill with a surcharge angle of 10°. The back of the wall is inclined to the vertical at a positive batter angle of 5°. If the angle of wall friction is 7°, then the resultant active earth pressure will act at a distance of 2 m above the base and inclined to the horizontal at an angle of

10°
17°
12°
7°

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