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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Water content of soil can

be greater than 100 %
never be greater than 100 %
be less than 0 %
take values only from 0 % to 100 %

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

Temperature correction
Temperature, meniscus and dispersing agent corrections
Meniscus correction
Dispersing agent correction

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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

17°
12°
7°
10°

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Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

43833
3
1
43832

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Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents

one phase system
three phase system
two phase system with soil and water
two phase system with soil and air

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Soil Mechanics and Foundation
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as

dry of OMC and wet of OMC
wet of OMC and dry of OMC
dry of OMC and dry of OMC where OMC is optimum moisture content
wet of OMC and wet of OMC

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