When c is cohesion, σ is the applied normal stress ϕ is the angle of internal friction, the shear strength of the soil τ will be equal to

1
τ = c - σ tan ϕ
2
τ = c + σ tan ϕ
3
τ = σ + c tan ϕ
4
τ = σ - c tan ϕ

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