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Soil Mechanics and Foundation Engineering

Q1:

A critical hydraulic gradient may occur when

A flow is in upward direction

B seepage pressure is in upward direction

C effective pressure is zero

D all the above.

ANS:D - all the above.

The seepage pressure may not be equal to the submerged weight of the soil mass. Hence, we cannot designate the hydraulic gradient of that as critical.
 



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