A and B are Skempton's pore pressure coefficients. For saturated normally consolidated soils,

A > 1

and

B > 1

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A > 1

and

B < 1

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A < 1

and

B > 1

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A < 1

and

B = 1

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Solution

The correct option is D $A < 1$ and $B = 1$
For saturated normally consolidated soil
$B = 1, A < 1$
For heavily over-consolidated soil A can be less than zero. For saturated fine sand in loose condition A may be as high as $2$ to $3$ .

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A and B are Skempton's pore pressure coefficients. For saturated normally consolidated soils,

The correct option is D A<1 and B=1For saturated normally consolidated soil B=1,A<1 For heavily over-consolidated soil A can be less than zero. For saturated fine sand in loose condition A may be as high as 2 to 3.

The correct option is D $A < 1$ and $B = 1$
For saturated normally consolidated soil
$B = 1, A < 1$
For heavily over-consolidated soil A can be less than zero. For saturated fine sand in loose condition A may be as high as $2$ to $3$ .