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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

vertical and smooth
plane and smooth
plane and rough
vertical and rough

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

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Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

1
between 0 and 1
greater than 1
zero

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Soil Mechanics and Foundation
Terzaghi’s theory of one dimensional consolidation assumes

Deformation of the soil, is entirely due to change in volume
Water and soil particles are incompressible
All listed here
Soil is homogeneous and fully saturated

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Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

constant head method
both the above
None of these
falling head method

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Soil Mechanics and Foundation
Toughness index is defined as the ratio of

liquidity index to flow index
consistency index to liquidity index
plasticity index to flow index
plasticity index to consistency index

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