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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Sand particles are made of

rock minerals
illite
montmorillonite
kaolinite

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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
cohesion only
angle of internal friction only

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

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

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Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.028
036
0.036
0.28

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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

0°
90°
22.5°
45°

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Soil Mechanics and Foundation
Residual soils are formed by

glaciers
None of these
wind
water

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