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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

CH
SL
MH
ML

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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°
135°
90°
45°

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Soil Mechanics and Foundation
A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

10 mm
20 mm
40 mm
None of these

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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 voids ratio
water content and specific gravity

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Soil Mechanics and Foundation
Select the correct range of density index,1D

0 < 1D < 1
1D > 0
0 ≤ 1D ≤ 1
ID > 0

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Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

silt
sand
gravel
clay

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