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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Shear strength of a soil is a unique function of

both effective stress and total stress
total stress only
effective stress only
None of these

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Soil Mechanics and Foundation
Residual soils are formed by

glaciers
wind
water
None of these

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Soil Mechanics and Foundation
If the permeability of a soil is 0.8 mm/sec, the type of soil is

gravel
silt
clay
sand

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Soil Mechanics and Foundation
A pycnometer is used to determine

specific gravity and dry density
voids ratio and dry density
water content and specific gravity
water content and voids ratio

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Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

225°
45°
135°
90°

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Soil Mechanics and Foundation
During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is

-2
0.5
2
-0.5

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