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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Sand particles are made of

kaolinite
montmorillonite
rock minerals
illite

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Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

silt
fine sand
coarse sand
clay

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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°
7°
10°
12°

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Soil Mechanics and Foundation
Select the incorrect statement. Effective angle of shearing resistance

is rarely more than 30° for fine grained soil
increases as the soil gradation im-proves
is limited to a maximum value of 45°
increases as the size of particles increases

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Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

horizontal plane only
vertical plane only
both horizontal and vertical planes
all planes except horizontal and vertical planes

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Soil Mechanics and Foundation
Highway Research Board (HRB) classification of soils is based on

particle size composition
None of these
plasticity characteristics
both particle size composition and plasticity characteristics

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