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Normally Consolidated Clays: For normally consolidated clays, "a" is usually close to 1, and "b" is close to 0. This indicates that changes in effective stress have a relatively direct and immediate effect on pore water pressure.

Overconsolidated Clays: In overconsolidated clays, "a" is generally less than 1, and "b" is greater than 0. This suggests that overconsolidated clays are less compressible and more resistant to changes in pore water pressure compared to normally consolidated clays.

Loose Sands: For loose sands, "a" is often close to 0, and "b" is close to 1. This indicates that changes in effective stress have a relatively direct and immediate effect on pore water pressure in loose sands.

Dense Sands: In dense sands, "a" is greater than 0, and "b" is generally less than 1. This means that dense sands are less compressible and less sensitive to changes in pore water pressure compared to loose sands.

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11y ago

Skempton's pore pressure parameters A and B are used to check the saturation of the sample. As when the sample is fully saturated if we increase the cell pressure there will be same amount of increment in the pore pressure too. The reason behind this is that the system acts more like a confined bulb . Similarly the parameter A gives the change in the pore pressure as we increase the deviatoric stress

Δu3=BΔσ3

Δud=AΔσd

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Q: Values of a and b in skemptons pore water pressure parameter?
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