Soil Mechanics and Foundation Engineering Shear Strength

In an undrained triaxial test on a saturated clay, the Poisson's ratio is 

1
σ3 / (σ1 + σ3)
2
σ3 / (σ1 - σ3)
3
(σ1 + σ3) /​σ3
4
(σ1 - σ3) /​σ3
5
σ3 / σ1

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