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Soil Mechanics and Foundation

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
liquid state
solid state
plastic state

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

12 months
6 months
24 months
3 months

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Soil Mechanics and Foundation
The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively

0.5 kg/cm² and 0.5 kg/cm²
0.5 kg/cm² and zero
zero and zero
1.0 kg/cm² and 0.5 kg/cm²

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

neglects the effect of forces acting on the sides of the slices
assumes the slip surface as an arc of a circle
is more conservative
All of these

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

ML
CH
SL
MH

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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
alcohol method
oven drying method

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