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Soil Mechanics
Pore Pressure Parameters
Skempton's po...
Question
Skempton's pore pressure coefficient 'B' is the function of :
A
Degree of saturation
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B
Over consolidation ratio
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C
Change in deviation stress
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D
None of above
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Solution
The correct option is
A
Degree of saturation
Degree of saturation
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Similar questions
Q.
A and B are Skempton's pore pressure coefficients. For saturated normally consolidated soils,
Q.
Assertion (A) :
For a fully saturated soil, the pore pressure parameter is equal to zero.
Reason (R) :
The compressibility of water is much smaller than the coefficient of volume compressibility.
Q.
In a triaxial test, a soil sample was consolidation under a cell pressure of
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k
N
/
m
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In an unconsolidated undrained triaxial test, it is observed that an increase is cell pressure from 150 kPa to 250 kPa leads to a pore pressure increase of 80 kPa. It is further observed that, an increase of 50 kPa in deviatoric stress results in an increase of 25 kPa in the pore pressure. The value of Skempton's pore pressure parameter B is:
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