Civil Engineering MCQAE Level Civil Engineering

If G is specific gravity of sand particles and e is void ratio, the critical hydraulic gradient is

Soil MechanicsSoil MechanicsMEDIUM

Choose the correct answer

A

(G+1)/(1+e)

B

(G+1)/(1-e)

C

(G-1)/(1+e)

D

(G-1)/(1-e)

Correct Answer

C. (G-1)/(1+e)

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Critical hydraulic gradient ic = (G - 1)/(1 + e)

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This MCQ belongs to WBPSC AE Previous Years Questions Series. Full tests include timed attempts, rank comparison and subject-wise analysis.

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