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Geotechnical Engineering2D

Shear Strength - Theory & Concepts - Mohrs Circle Soil

Mohr-Coulomb failure criterion, shear strength parameters, and laboratory testing methods.

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Mohr-Coulomb Failure Criterion

Stable
Major Stress (σ₁)100
Minor Stress (σ₃)40
Cohesion (c)10
Friction Angle (φ)30 °
σ (Normal)τ (Shear)Failure Envelopeσ₁σ₃τ_max = 30

If the circle touches or crosses the red failure envelope, the soil fails in shear. The radius of the circle represents the maximum shear stress (τmax=(σ1σ3)/2\tau_{max} = (\sigma_1 - \sigma_3)/2).