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Soil Mechanics and Foundation

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

greater than 1
between 0 and 1
1
zero

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Soil Mechanics and Foundation
Skempton’s pore pressure coefficient B for saturated soil is

greater than 1 [CS 95]
zero
between 0 and 1
1

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

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

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

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Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

liquid limit
plasticity index
shrinkage limit
plastic limit

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Soil Mechanics and Foundation
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

between 300 mm and 750 mm
greater than 1 m
between 750 mm and 1 m
less than 300 mm

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