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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

45°
90°
0°
22.5°

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Soil Mechanics and Foundation
Allowable bearing pressure for a foundation depends upon

both allowable settlement and ultimate bearing capacity
allowable settlement only
none of above
ultimate bearing capacity of soil only

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Soil Mechanics and Foundation
Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of

both cohesion and angle of internal friction
both cohesion and angle of internal friction
angle of internal friction only
cohesion only

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Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

clay
sand
clayey silt
silt

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

silt
fine sand
clay
coarse sand

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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 25%
increases by 33.3%
increases by 50%

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