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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Sand particles are made of

montmorillonite
illite
kaolinite
rock minerals

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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 50%
increases by 25%
increases by 33.3%

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Soil Mechanics and Foundation
The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively

0.5 kg/cm² and zero
0.5 kg/cm² and 0.5 kg/cm²
zero and zero
1.0 kg/cm² and 0.5 kg/cm²

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

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

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Soil Mechanics and Foundation
Skempton’s pore pressure coefficient B for saturated soil is

greater than 1 [CS 95]
between 0 and 1
1
zero

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

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

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