Civil Engineering MCQAE Level Civil Engineering

For a cohesionless soil with void ratio 0.68 and specific gravity 2.68, critical hydraulic gradient will be

Soil MechanicsSoil MechanicsMEDIUM

Choose the correct answer

A

0.10

B

1.00

C

0.11

D

1.10

Correct Answer

B. 1.00

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ic = (G-1)/(1+e) = (2.68-1)/(1+0.68)=1.0

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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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