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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Uniformity coefficient of a soil is

always equal to 1
equal to or gi eater than 1
equal to or less than 1
always less than 1

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Soil Mechanics and Foundation
Valid range for n, the percentage voids, is

0 < n < 100
0 ≤ n ≤ 100
n < 0
n > 0

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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°
90°
45°
135°

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Soil Mechanics and Foundation
Coarse grained soils are best compacted by a

sheep’s foot roller
vibratory roller
rubber tyred roller
drum roller

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Soil Mechanics and Foundation
If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is

0.4
0.8
0.6
1

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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

40 mm
None of these
20 mm
10 mm

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