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Soil Mechanics and Foundation

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

fine sand
silt
coarse sand
clay

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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

None of these
10 mm
40 mm
20 mm

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

0 < S < 100
S > 0
0 ≤ S ≤ 100
S < 0

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Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

1.0 and 0.5
1.0 and 0.0
0.0 and 1.0
0.5 and 1.0

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

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

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Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

semi-solid state
plastic state
liquid state
solid state

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