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Soil Mechanics and Foundation

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

silt
sand
clay
gravel

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Soil Mechanics and Foundation
For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ?

sand bath method
calcium carbide method
oven drying method
alcohol method

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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
Uniformity coefficient of a soil is

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

10 mm
40 mm
20 mm
None of these

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

clay
silt
coarse sand
fine sand

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