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Hoek-Brown Rock Mass Strength Criterion

Generalized Hoek-Brown failure criterion (2002/2019) with equivalent Mohr-Coulomb shear strength parameters (c', φ'), deformation modulus (Erm), and non-linear envelopes.

1. Rock Mass & Intact Properties
2. Application & Confinement (σ'3,max)
Global Strength σcma
28.4 MPa
σc: 18.2 MPa
Eq. Friction φ'
47.8°
At σ'3max: 12.5 MPa
Eq. Cohesion c'
3.62 MPa
3,620 kPa
Deformation Erm
26.8 GPa
σtm: -0.15 MPa
Hoek-Brown mb: 7.82
Hoek-Brown s: 0.0286
Hoek-Brown a: 0.502

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