Civil Engineering MCQJE Level Civil Engineering

The 'shear vane test' result needs to be corrected for high plasticity clays using:

Soil MechanicsSoil MechanicsHARD

Choose the correct answer

A

No correction needed for any clay

B

Bjerrum correction factor μ = f(PI) — vane Su must be reduced for high-plasticity clays to get correct design strength

C

Only depth correction

D

Reduction by factor of 10 always

Correct Answer

B. Bjerrum correction factor μ = f(PI) — vane Su must be reduced for high-plasticity clays to get correct design strength

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Vane shear Su (undisturbed) and Sur (remoulded): St = Su/Sur. For high-plasticity clays: Su measured by vane overestimates design Su for stability calculations. Correction factor μ (Bjerrum factor): μ = 1.05 − 0.015 × PI (for PI in %). Corrected Su = μ × Su(vane). Important for slope stability and embankment on soft clay — Bjerrum correction prevents unconservative design.

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